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Home My WebLink About064-590-012a s 1 'way' xi's .t�yAt i�i[�ptiE^ -'�- �g,,nml ' '?^lSt} c;{ p, 'sJ F ti n—tA + i ti rt M 4 f: rs w I IF L m 'r 064-590-012 02-1424 i POWERS, GARY & SUSAN nAL ARTNELL CT.MAGALIA CONT: MATT PHILLIPS NEW SINGLE FAMILY (3 BR) ' y I t NOTES RESIDENTIAL ✓K f 064-590-012 02-1424 PERMIT NO. _'_POW �S, GARY & SUSAN_. — { t �6ARTNELL CT., MAGALIA CONT: MATT PHILLIPS j NEW`SINGLE FAMILY (3 BR) z t i o f 7 w ri I i SPECIAL CONDITIONS CHECKED BY SRA { FLOOD CERTIFICATE REQ. i FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS 4 - VERIFY USE PERMIT CONDITIONS }. SUB -STANDARD HOUSING LETTER OFFICE CO, Y y Address Date1-6z ter BY ELECTRIC p Meter BY O 1 r ♦ j JOB FINALED (Date)oz�� i' Signature V=OK ' 0 = Not OK - = Not Applicable = Ndt Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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.; Sit ls-Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh A 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements ` 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date Underfloor (Plans) OK except #'s L/Z? d -Slope t / g., Main; Soils-Elec. Grnd.-P Fig. Depth Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth tg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 6,11te walls, Main; Steel-Blockouts-Wrapped terowalls, Garage; Steel-Blockouts-Wrapped and Special Anchors 8. Piers -Fireplace Ftg.-Steel A.D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test � Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test (Single & Duplex) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixi -& Transformer Clearance -Ins. Protection lec. eceptacles Spacing -Lights & Switches at Doors iz�xes & No. of Conductors Stapled o x Installed Close to Edge of Studs & C.J. �Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle/ / ga Cu or AI.Oven Circ. / / ga Cu or At Insulated Neutral Q Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect V,EquipeClearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light gg moke Detector Date 12. E ctric Underground Date PI ums & Ducts; Clearance -Material -Support -Ins. Date Girders -Sills -Anchor Bolts-Joists-Vents-Crippies ccess & Ventilation 6e 16. Insulation Dat Date DateV VIPLUMBING Card B-1 Date Card B-1 Card 13-1 Date Card B-1 (Permit) OK except #'s h+f 1 ater Hir.; Vent -Access -Combustion Air Baffle -69—Stairs & Rails ater Pipe; Test & Anchor -Nail Protection Fireplace or Stove, Clearance -Hearth 1 .W.V.; Test Fittings & Anchor -Nail Protection Outlets at Wood Panel, Int. & Ext. ower Pan; Test, First Floor -Tub Access Date esyTub & Shower, Second Floor -Tub Access ec. Outlets & Receptacles at Kit. Counter as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixi -& Transformer Clearance -Ins. Protection lec. eceptacles Spacing -Lights & Switches at Doors iz�xes & No. of Conductors Stapled o x Installed Close to Edge of Studs & C.J. �Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle/ / ga Cu or AI.Oven Circ. / / ga Cu or At Insulated Neutral Q Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect V,EquipeClearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light gg moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M C+tANICAL (Permit) OK except #'s A.0 Ducts Insulation & Support 6e e an, Exhaust above insulation onde sale Drain & Overflow, Size & Grade h+f L88. rnacg;_Vent-Access-Comb. Air -Return Air Vent 115 outlet -69—Stairs & Rails 3 c Access & Platform if Furnace in Attic Fireplace or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. 72r-KIFixt. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F_—Na (Permit) OK except #'s 4 t (oper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 4a,-raft,86p in Walls (rat proof) fops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) Ha ers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shiing.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance tt' ccess; Size & Romex Protection -Draft Stop -Ins. Baffles Bdr indows or Exiting Doors -Sill Ht. & Dimensions �t_7'j arage Fire Protection Framing ro erty Line Firewall & Openingsro erty Line Firewall & Openings M. xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5 fairs Width -Headroom -Rise -Run -Landing -Fire Protection ywood on Roof Overhang -Attic Vents -Rafter Outriggers 5&,99,—ng-Nailing Veneer 57. StucqgMesh-Drip Screed -Fd. Vents-Underflr. Access g Area -Glass Walls; Nailing t V' IX 16G ce Interior/Exterior Wall Panels 'A j e Insulation -Walls -Ceilings 1, v-1 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date e FINAL (Plans) OK except #'s pxt. Steps -Door & Sidelight Protection -Landings S Ike Detector Furnace Vents -clearance -Comb, Air -Connector - ,WG' arage; Above Floor-Ducts-Mech. Protection 6e Bedroom Exiting T.F.I. & Bath Fixtures & Tub Access -Spa gOW h+f sec. Trim & Subpanel, Breaker Sizes & Labels -69—Stairs & Rails 7 Fireplace or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. 72r-KIFixt. & Appliance; Ground -Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 7 . A.C. Duct in Garage -Damper 7AI Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7 Plb., Elec. & Mech. Equip. Listed for Location 7 Elec. Receptacles in Garage (F.F.I.)-Romex Protection ZX Insulation -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes Following Instld./Drive J Yes ] No/Walks :) Yes :1 No/Planters ] Yes j No tucco Brown -Finish 8 .C. Unit Disconnect, Electrical -Plumbing 8 Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing E terior Elec. Trim, G.F.I. Receptacle -Underground 84—"Ventilation Throughout House 8 Glass Protection 90 orrections from Previous Inspections 91 C3as Test -Meters Tagged, Gas -Electric 9 ater & Sewer Connected -C/O to Grade -HD Approval 9 rgy Compliance Certificate -Other Certificates Address Posted Date 3 Card B-1 Date Card B-1 Date Card B-1 r Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: n+ofsn'"-�"^'.'r,,,�-,�,�„`-""`wlfs`�'�^Sr+`�'"""'++..n.�+rts�+rwt�{fC`�++�:s�;(�..r'+r"'a7n--....v...i`,ti"'i'uzwf,.ti�'�"^►"r,f COUNTY OF BUTTE BUILDING DIVISION \ _ Y DEPARTMENT OF DEVELOPMENT SERVICES\ . 411 Main Street • Chico, CA • (530) 891-2751 11 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER 02- IY21 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. PPOVIpf d a„ ID vli ffU AT SAA 1TQA i} .g` 7•• i r. S Date L P -3 Inspector REV 10/92 0 L � . COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 ERMIT-`-' � (Rev. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 064-590-0121873-6846 ZCNING BUILDING PERMIT OWNER POLT-PIS, GARY ' SUSAN TELEPHONE SO. FT. OCC. BUILDING VALUATION 1971 -_1 101,142-00 . OWNERS MAILING ADDRESS 14276 MLIANAZEE CIRCLE, MAGALIA CONTRACTOR'S NAME 'TT PHILLIPS- TELEPHONE 1 902 493 U 8 874.00 340 o en 2 380.00 CONTRACTORS MAILING ADDRESS 545 h 95969 CONSTRUCTION LENDER Fireplace 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 115 105.00 ARCHITECT OR ENGINEER LICENSE NO. -FilingFee $ 20.00 (]S5 Permit Fee $ 69 • 50 ' ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 452.08 BUILDING Res HAP,TN�LLL CT. MEIGALIA Energy Plan Checking Fee $ $ PERMIT FEE $1190.58 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF X] Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap id 7-0070.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 1 5.00 15.00 TYPE OF WORK New)l Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: NEG1 SINGLE FAMILY 41/GAVAGE (3 BR) Gas piping system 1 - 5 outlets 15-0015.00 Building sewer 15.00 15.00 Mobile Home I s I G I w @20.00 PERMIT FEE $ 150.00 ELECTRICAL PERMIT Filing Fee 20.00 600V OR LESS Main Service 20.AORLESS23.00 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in ull force and effect., License Class Lic. No. I� 41 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the orkers' compensation provisions of section 3700 ,of the Labor Code, I shall hwi h comply with those provisions. j,' X Date O�Gb�J"r- Signatur f Applicant - ❑ Owner Contractor ❑ Agent An OSHA p rmit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. a Receipt No. 3 Main Service 200A TO tOooA 46.00 NEW CONST. DWEWNO OCCUP. SO OR ADONS. ( 8 ACC. BLD S. 3.50E -r.'82.81' N RMULTI. ESID OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 Q 1'00 Ex. Occup.OUTLET OR FD(TURES SAL o .50 R. R E 5.00 Ex. Occup. oFlxuTLetDrso) Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 125.81 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 74.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 1r, oo occ R-3 CONST. TYPE `1N TOTAL FEE $ 1586, 89 HAz. D PeES IMP PL000 COF PARCEL PD HD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date Z� PERMIT EXPIRES ON R'LL 103 (ph.) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINKPINPIPECTOR GOLDE OD-APPrICANT A � q m TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE Y °- Plot Pam Attached Floor Plan Ajehe Sant to B.D. io, . n ner Location AP# Plan Approved f : Sewage Disposa, W ter S�pply: Public Private Well Clearance forewelling. Other /w G' Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date ,�� .�,�,...�..,.,��--•-_.- �r-....�.„.,�,.�,.� Vis.,-,�;;� +� I COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �� M` ASSESSOR PARCEL NUMBER Proposed Building Use: A' S Counter Technician: V Date: 6-3 ^ o D Items quired in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. I loot plans, 3 or 4 sets, signed by the preparer of the plans. \ C2,.Complete plans, 3 or 4 sets, signed by the preparer of the plans. 2 ngmeered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! 2r"_5 nergy compliance design and supporting documentation in duplicate. 0'6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or �f�ation plans, all in duplicate. f+ ( j Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in tripkate. ' (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. 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 ....................................... ❑ tatement of Intent for Non -heated and A/C Buildings ........................................... ! v�—N0016. Sanitation and plot plan approval from the Environmental Health Depart ent in Gt �f. G — cr—t�Z, ❑�. City of Chico Plumbing permit.......................'..�..�.°.�. ... ................ E" 18. California Department of Forestry plan approval pail" id. Sent by. ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: (� —J 0 , e) 0 Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). -Z (O { Z IT ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... etter of Signature authorization.................................................................... R corded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. anufactured home utility clearance. ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued =We and hoN. for pickups t01aACLdL4..L q 01 I have been in d o the above items and requirements for obtaining a building permit. 'Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Contractor, designer, ownr, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: ffl_Date: C?Z lop Structural reviewe Date: Structural approved by: 44 Date: Note transfer by: Date: g--D'Z .� Yellow: Building Division i., ` COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER ®tL� PROPOSE UILDING USE 1. BUILDING PERMIT FEES Balance Due ....................... $ I A.P.#7- �SI-OK)- DATE (o -3 _ G a RECEIPT # DATE REC- z�-ClZ1; Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES 40r-fxC'A-1 I (paid at District Office) (Available after Plan Check) %-2-6c,-02- (2:,3. 2-6c,`%Z(2:,3. SHERIFF FEES (paid at Building Division) Residential x $360.00 = $ 3620. 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) _i,— 7. SRA FIRE INSPECTION AND PLAN CHECK 3q-WJ3 $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 during4he\plan checking process. c APPLICANT DATE (JAW Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) ,i. 4' BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Lau&-, V// - 9,� Building Department No. A.P. Number 0 b4- S9io `O ( -E Jurisdiction: ...� City County Property Owner 't SuS P&IvelW Property ,U�ocati- n/Address Subdivisi6n' PaA Lot No. Residential Development I�Jj �fLving V No Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # ............ _.... :................ ............................. '(No foundation inspi ................................... Commercial/Iridustriat 'New Addition Building Department Representative 01 - (Floor Plans reviewed by School District Personnel) District Identification No. r / School District certifies that /f o Sq. Footage ' V5. 5 7) (Group RF- Sq. ) Sq. Footage Y (Including Exterior Roofed Areas) %• 23 :(9 z_ Date S' &-;Od (Applicant) 7G-/�1lJZ- toireei Egan asst v (Phone Number) �� (city) has complied with the requirements of Resolution No. representing /� -73 square feet. School District Representative Paid by Check # Remarks: (State) (Zip Code) by payment of $ 6,5, AB 2926 $ FULL MITIGATION $ Date r F Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to"submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the SchoShDistrict is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (appllcantl, Yellow (building department), Pink (school district) t feeform.xls 00/981dmm July 23, 2002 Gary and Susan Powers 14276 Manatee Circle Magalia, CA 95954 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 064-590-012 Building Permit Number: 02-1424 , ;�_W,64176017 �,-, �,; ;kAn;eo�q Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Provide energy calculations with front of house facing southeast. Include skylight. Please initial all mandatory measures that apply and include load calcs for the heating and cooling systems. 2. Do the windows in the dormers open into the house? Provide size of these windows. Please provide lateral analysis of all braced wall lines that do not meet the requirements of Chapter 23 of the Uniform Building Code. Wall lines which do not continue through �'tjZ 1 oZ building, where braced wall panels along the line are more than 25 feet apart, measured from S I I center to center, where offsets on a wall line are more than 4 feet, where offsets at front wall line and the many different roof diaphragms for this structure creates discontinuities in the seismic load path, where cripple wall height exceeds 14 inches you cannot have alternate braced wall panels. 4. Provide height of cripple wall on rear and sides of structure. Provide bracing for cripple walls as noted on Table 23 -IV -C-2, UBC. TRUCTURAL COMMENTS: ply 1. Provide engineering for retaining wall shown on the plan or revise plan to detail retaining ,Q A- wall in the submitted calculations. All requirements from the calculations are to be on the BIZ„ 1 oA- stamped, signed plans. "1 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 Martha. Philo will answer your structural questions. 1 of 2 I • 0 Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. i i Martha Christy Philo Hunt, P.E. Plans Examiner Pian Check Engineer I CC: Matt Phillips Northstar Engineering i 2i of 2 • • RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: Building Permit Number: ©Z - 142q Plans Examiner: Martha Christy A. P. Number: -QT. sq0 _t) i2 GENERAL: 1. Zoning requirements — (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic.and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) '7OOR PLAN: 1 Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). �3 Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). 7 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). 8 GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9 Water heaters which 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 or bedroom (Uniform Plumbing Code section 509.0). 1 Fuel burning equipment shall not be installed inIa closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 11 Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 12 Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13 Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). 1 Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). RUCTURAL.DETAILS: Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be to line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section ,�j�20.4.1.) ra ed wal lines must be continuous throughout the structure. Q{� �%i{�/�P�P 0 '/�.GQh '�� — 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas 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. foundation plans complete enough to construct building (Uniform Building Code Tab a I$ -I -C) 5. Floor construction details complete enough to construct building. Uire w� 6. Elevations and wall construction details complete enough to construct building. / '� 7. Roof constniction details complete enough to construct building. �� 0,7 F&)9S 8. Fireplace construction details and calculations if necessary.dvo Garage Garage door header size(s). ji d Porch header size(s). C7 ®1? 0/791 11. Typical header size(s). „_ he ane cm t(��) 12. Stud heights. 13. High expansive soil – special foundation design required. 14. etaining walls requiring design. 15. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of ai least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the compo4,ents 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). a! 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). Two 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). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 1 _ nergy design compliance and supporting documentation. CDF responsible area requirements. BUILD�NG PERMIT REQUIREMENTS: - 1. Q/ SRA. 2. ❑ Flood elevation certificate. 6yj — 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. _ . b.0 Page 2 of 2 PROJECT PROCESSING RECORD Applicant: Owner: A.P. Z Permit #: Work Description: PD Date Description of Step or Status ��-�CIC( ENCROACHMENT PERMIT COUNTY OF BUTTE ♦ DEPARTMENT OF PUBLIC WORKS 7 County Center Drive ♦ Oroville, CA 95965 ♦ Phone: (530) 538-7681 ♦ Fax: (530) 538-4356" Download Forms: www.buttecounty.net/publicworks NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number District Phone: (530) 538-7339 E. Z 7 S -T APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads hi ways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: 2. Address: J 3. Phone: 911 (. _ 0 IL 4. Assessor's Parcel Number. _Q _ fl 5. 1 � of w,-.� ! to rte,, _ _I 1 �tw n. *'.S- 6. .s- 6. App wf3 Signature: 7. Data: CONTRACTORS INFORMATION 8. Contractor's Name: . 1 9. Address: 10. Phone: ✓ 1� ,� 11. Fax: 12. Contractor's Number: 13. Certificate of Insurance: Yes c) No cl 14. Contractor's Signature: tUROSSIGRUL S. P.O. Box 491 15. Authorized Agent Paradise, 59139 Contractor Lic. No. 30911 TYPE OF WORK TO BE DONE 16. Please cheat: Curb: Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): S 18. Other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. 19. Conditions G N T Lu fL.p, L C p. �� >� 3 i� 1.6 q (� T o LN 5 e C ---t� 2.1a r w 4 �l %,% %J u 1 QQA1.JA.-aC 1✓hSErt' rJ t trN N 1E- S%rY- C-0riG2e-TE nC- A-SAI%aLT -F ,.I; 24 )f corllcre/e ck�G>7t�pM.� oi��'dt-Fi-tt %acjc o� GuY�. Underground Service Alert U.S.A. must be notified two wohdng days prior to any excavation. 800-227-2600 20. O Al work shall conform to accompanying: Detail O' Plans O Special Conditions O 21. Data Issued: C 22. Expiration Date: / lei 23. Surely: Yes,4 No Mike Crump, Director of Public Works By: "Note: If permits are faxed to any number besides (530)5384356, they can be delayed up to one week. Page 101`2 General Conditions - See Page 2 / GENERAL CONDITIONS 1. It s understocd and agreed that the County has pnor right to the use of its rights of way. It is further understood and agreed by the Permittee that it doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with an provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time This permit 13 to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shah, a all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted hereir shall leave the County Highway in a thoroughly neat, dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to property maintain any encroachment placed by the Permittee on any part of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment until such time as the Permittee may be retiaved o; the responsibility of such encroachment by the County Deparbnent of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Pemtittee. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or Intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee,• by the acceptance of this permit shall assume full responsibility for all Ilability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure oil We part of the Permittee to do fine wo(k provided for under iris permit, in the event any claim of such BabmTify is made against the County of Butte or any department, ofkW, or employee thereof, the Permittee shalidefend, indemnify, and hold them and each of them hamdess for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof. unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions. backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-C of the Materials and Research department, State of California, Transportation Department, Division of Highways, or other approved test method. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8' lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as dose to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfilfing or the excavation to the original grades and cross sections, and to'a condition as goos as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2') of asphalt concrete over eight inches (8') of aggregate base, according to current Califomia State Specifications. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee.shad cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction worts covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to time special conditions and requirements contained herein. LOCATION: "rto ell Gf- IS1w,v 0'3- 6-.y7 162S'o FOREMAN: __r P".J� DISTRICT: ' a - DATE: 1 MIN. DISTANCE: i PERMIT#: —t— SPEED LIMIT OF ROADWAY �5 R m DRIVEWAY LOCATION: 7� i DISTANCE TO NEAREST INTERSECTION: SIGHT.,DISTANCE GOOD O POOR IF POOR - RECOMMENDATION TO IMPROVE: O CUT BANK O REMOVE VEGETATION (TEMPORARY) O OTHER (EXPLAIN) ADJACENT TOPO O 'FLAT O CUT SLOPE FT. BAF LL SLOPE. FT. O CSB AND GUTTER AC DIKE O EXIST. DIST. ¢ TO EP FT. DRAINAGE RECOMMENDATIONS L9--K'ON E © S`NALE O CULVERT EDGE OF EXISTING PAVEMENT (EP) c� z w J 12' MIN. AREA 20' MAX. TQ�BE-- PAVED R/W 10' MIN. b ' K .NOTE: IF GREATER THAN 109 UP OR DOWN REFER TO ENGINEERING. MAX. 1 FOOT VERT. RISE OR DRp MIN. DIST. FT, iPER 10 FEET HORIZ. DISTANCE MIN. DEPTH TO FT. ¢ ► EP DIAMETER IN. EXIST. DIST. I MIN. LENGTH FT O OTHER (EXPLAIN) I I DIST. ' 2� NOTE: PAVEMENT TO , EXTEND . ' AT 27. CROSS SLOPE OR ..MATCH EXISTING ROADWAY CROSS SLOPE. MA� +, MIN. DEPTH i i . MAv. 109, MTA PRIVATE DRIVEWAY FIELD REVIEW t LOERKE INSUTATIUN CO., INC.. INSULATKM CERTIFICATE 0085- whion DESCRIPTION OF INSTALLATION 1. ROOF Mawa l _ BrmW Name Tilk= {tnci►es) Thermal ResitsWice (RVahre) PlEAIyl e Batt or Blanket TypeFib. - ji Rads Brarui Nems Johns Manville Thickness (inched 3. D C �� _____ Thermal R (RVakce) R 3� Goose ill Type Fiberglass Brand Nemo Johns Male CflnbZCWM min. bvdm1lOd WeigWft sq. o. � 15 tb, Minh= Thfictmess 15.7 �'r ink. - Manufadurees Instafled w aght per square foatto adilmo TImMM.R (R value) 938 & EXTERIOR WALL mubm al, SbAmlasa Balls Thickness; ('mchas J� r 4. RAISED FLOOR Material Eb=bass salts 1 5. SLAB FLOOR / PERIMETER Metierial Thickness Perimeter IrmrfOn Depth & FOUNDATION WALL material Thicleress (Irwhes)— Brand Name .loirns Mamriite Thi PhIsistance (RVBkre) 9 Brand Name .labra; Manville Thermal R (R-Vebm) Brand Name Thermal Rewe (R Vakre) Name Thermal Resistance (R Vdue) _- 1 cediij► tas hat the i vans' in ab►e toca3tion in conformance - Rwith c min on�8 rence. •� 8, Callforrtis Ck of C.L#498150 ZO-4,3 LAERKE INSULATION CO., INC. m are, a (Co. ) Oromm Zil. 111.. oil i PA BOR FoaObn%CA 9 { a � i h1ort r ENGINEERING Civil Engineers • Planners • Surveyors,=`. .. `;•` STRUCTURAL CALCULATIONS PROJECT: Powers residence M . 1 LOCATION: Magalia, CA (APN: 064-590-012) OWNER: Gary and Susan Powers JOB NUMBER: 7812 ; DATE: August -02 ; CODES: California Building Code, 1998 Edition CODE ENFORCEMENT: Butte County Building Department 4 LOADS: Seismic Zone: 3 f 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 Pf: 30 psf Wind Speed: 75 mph Exposure: B, (Method 2 used, u.n.o.) Soil Bearing: 1500 psf ;(per CBC TABLE 18 -I -A) Min. Footing Depth: 12 inches' a . NOTES: Are Special Inspections req'd for Engineering Elements Designed by NorthStar Engineering? No _ NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. , d GENERAL:- Any structural or non-structural items that are not specifically add "° sM the following calculations and/or details are designed by others and are not the responsibility of NorthStar Engineering. WILDING DEPAUM00 Page 1 of f� A P P P 0 V E. i� r 8/22/OZ %� NorthStar 20 DECLARATION DRIVE CHICO, CA 95973 BY: SM / J R ENGINEERING 530-893-1600 DATE: August -02 FAX 530-893-2113 JOB NO: 7812 PG. Z of i LATERAL DESIGN BASED ON: CALIFORNIA BUILDING CODE, 1998 EDITION GRAVITY ROOF: ROOF SHINGLES j 2.5 psf LOADS OSB OR PLYWOOD] 2.0 psf 0:54 FRAMING i 5.0 psf - 2.5 ! INSULATION 2.5 psf Vmin= GYPSUM WALLBOARD 3.5 psf MISCELLANEOUS 1.5 psf ADD'L FOR ROOF SLOPE 5.0 psf (FOR LATRL. CALC. ONLY) DEAD LOAD 22.0 psf SNOW LOAD (Pf) ; 30.0 psf TOTAL LOAD 52.0 psf FLOOR: FLOORING , 2.0 psf PLYWOOD 2.5 psf FRAMING i 5.0 psf INSULATION ! 2.5 psf GYPSUM WALLBOARD 3.5 psf MISCELLANEOUS 1.5 psf DEAD LOAD i 17.0 psf LIVE LOAD { 40.0 psf TOTAL LOAD 57.0 psf LATERAL SEISMIC: Zone= 3 LOADS R= 4.5 FOR ALL OTHER LIGHT -FRAMED WALLS Soil type = Ca = Cv = REGULAR DESIGN BASE SHEAR: For seismic zone 4: SD ' ! FOR STIFF SOIL PROFILE 1 ' PER UBC TABLE 16 - K 0.36 PER UBC TABLE.16 - Q 0:54 I PER UBC TABLE 16 - R Ct = 0.02 hn = 27.0 ft T = 0.24 secs V = 0.54 ! Vmax = - 2.5 ! Vmin = 0.11 Vmin= 0.8*0.30; Max sw % = 15% Lw = 3.5 ft i 'AB= 2810 ft^2 i FOR *1/ * 0.36 * 0.36 * 0.0 ALL OTHER BUILDINGS (4.5* 0.24)= *1/ 4.5= *1 _ *1/ 4.5= UseV= r(max) = v*(10/Lw)=; 15%* 10/3.5= p = 2 - 20 / (r -max * (Ab)^0.5) 2 - 20 / i (0.43 * 2810 0.43. ^0.5)) = 1.12 0.507 W 0.200 W 0.040 W 0.00 W 0.200 W BY: SM / JR DATE: August -02 JOB NO: 7812 PG. 3 of NorthStar ENGINEERING E =p*VW = BASE SHEAR COEFFICIENT = Level Story Ht. Ht. hx Roof 9.5 ft 14 ft 1 st 4.5 ft 5 ft E_ SIMPLIFIED DESIGN BASE SHEAR: E =p*VW = BASE SHEAR COEFFICIENT = 0.224 W PER UBC EQ. 30-1 0.224W/1.4= I 0.160W Vertical distribution of force Wt. (wx), Ht. x Wt. h*w/Eh*W 55.0 k " 770 0.77 50.0 k 225 0.23 105.0 k F 995. Base V = 3.0 *0.36 *1/ 0.269 W ` PER UBC EQ. 30-1 0.269W/1.4= i 0.192W 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 VEQ Fx 13.0 k 0.236 wx 3.8 k 0.076 wx 16.8 k 4.5 = 0.240 W Fx USE: r REGULAR design base shear Roof 0.192 wx C: SIMPLIFIED design base shear 1st 0.192 wx I WIND: EXP = B SPEED = 75 mph , Cq = 1.3 'METHOD 2 DESIGN qs = 14.5 psf j PRESSURE 0'- 15'= 0.62 1 Cq*qs*Ce = 11.7 psf 15'- 20'= 0.67 i = 12.6 psf 20'- 25'= 0.72 _ .13.6 psf 25'- 30'= 0.76 i = 14.3 psf 30'- 40'= 0.84 = 15.8 psf General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All waterproofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of 'clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils,, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). I BY. NorthStar DATE: O g — D -7— JOB JOB NO: "� �) I-?— PAG 2PAG E + OF Civil Engineers • Planners • Surveyors R 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530.893-2113 Lei ao/w--v W wacMe o✓ NO MOM n",r eP.Cn m.w O ehv REDWOOD DECK g O c 9 MASTER BEDRM � A IM V—AUM m VIM a WLL TO BDTIO.I I Y f' -f OP eaeem l0ee I � I jj eL �' 4 riC � O � a' ea0 eH >me Mee ® f I I jg00 BEDDRRMM a3 LIVVIeTGIQ( DM I I i -n enure III NY p r -v sw ev s --e• 2' . 4. 4' eo/ee an.e6 aeee Fa.�er era`¢ n - a aa Ne1,1IDBY , ITCHEN • �re 8� °""-YFVLr ® 2-GAR } } F w.n mOFa— = a = ® GARAGE a 9 O cAwer aeee � FOYER •°°° sees � e• °'D a OFFICE CAM -0 n/n rcrK. mu.-� aooa BEDPM 02 rr a 4 + + Lei ao/w--v idorthstar Engineering Title Matt Phillips Page: 20 Declaration Drive Job # 7812 Dsgnr. Date: MAY 21,2002 Chico, CA 95973 Description.... 530-893-1600 530-893-2113 This Wall in File: D:1 PROJECTS17812 MATT PHILLIPS178121 RetainPro Version 6.0 Restrained Retaining Wall Design Criteria Retained Height = 6.00 ft Wall height above soil = 0.00ft Total Wall Height = 6.00ft Top Support Height = 6.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 3.00 in Soil Density = 110.00 pcf Wind on Stem = 0.0 psf Surcharge Loads Surcharge Over Heel = 80.0 psf >>>Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning = 35.0 psf/ft Axial Load Applied to Stem = 250.0 psf/ft A)aal Dead Load = 750.0 lbs Axial Live Load = 750.0 lbs Abal Load Eccentricity = 1.5 in Design Summary Total Bearing Load = 3,356 lbs ...resultant ecc. = 1.73 in Soil Data Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 35.0 psf/ft Passive Pressure = 250.0 psf/ft Water height over heel = 0.0 ft FootingIlSoil Friction = 0.300 Soil height to ignore = 6.7 psi OK for passive pressure = 3.00 in Uniform Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height fo Top = 11.00 ft ...Height to Bottom = 5.50 ft Ipo rf Soil Pressure @ Toe = 796 psf OK Soil Pressure @ Heel = 1,442 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,167 psf ACI Factored @ Heel = 2,115 psf Footing Shear @ Toe = 17.0 psi OK Footing Shear @ Heel = 6.7 psi OK Allowable = 85.0 psi Reaction at Top = 230.1 lbs Reaction at Bottom = 804.4 lbs Sliding Stability Ratio = 2.15 OK Sliding Cates Adjacent Footing Load Lateral Sliding Force = 804.4 lbs less 100% Passive Force = - 722.2 lbs less 100% Friction Force = - 1,006.9 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5: 1 Stability = 0.0 lbs OK Footing Design Results at Back of Wall Toe eel Factored Pressure = 1,167 2,115 psf Mu': Upward = 1,491 1,058 ft-# Mu': Downward = 280 623 ft-# Mu: Design = 1,211 435 ft-# Actual 1 -Way Shear = 16.99 6.74 psi Allow 1 -Way Shear = 85.00 85.00 psi Concrete Stem Construction Thickness = 6.00 in" Fy = Wall Weight. = 75.0 pcf fc = Stem is FIXED to top of footing Design height Rebar Size Rebar Spacing Rebar Placed at Rebar Depth 'd' Design Data - fbIFB + falFa Mu .... Actual Mn' Phi..... Allowable Footing Strengths & Dimensions Toe Width = 1.50 ft - Heel Width = 1.50 Total Footing Width = 3.00 -ol Footing Thickness = 12.00 in/ Key Width = 12.00 ine Key Depth = 14.00 in,,,' Key Distance from Toe = 1.50 ft fc = 2,500 psi,-' Fy = 40,000 psi.,,, Footing Concrete Density = 150.00 pcf Min. As % = 0.0020 Cover @ Top = 3.00 in @ Btm.= 3.00 in Adjacent Footing Load 3.00 in Adjacent Footing Load = 0.0 lbs Footing Width = 1.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.50 ft Footing Type Line Load Base AboveBelow Soil = 0.0 ft at Back of Wall 40,000 psi 2,500 psi Shear Force @ this height = Shear.... Actual = Shear..... Allowable = Rebar Lap Required = Rebar embedment into footing Other Acceptable Sizes & Spacings: Toe: None Spec'd -or- Heel: None Spec'd -or- Key: Not Req'd = Mu<S`Fr -or- 0.224 290.6 ft-# 1,296.9 ft-# 0.0 lbs 0.00 psi 85.00 psi 31.20 in 0.308 Mmax Between 400.0 ft-# @ Top Support Top & Base @ Base of Wall Stem OK Stem OK Stem OK = 6.00 ft 3.06 ft 0.00 ft _ # 4 # 4 # 4 = 16.00 in 16.00 in. 16.00 in = Center Center Center = 3.00 in 3.00 in 3.00 in Shear Force @ this height = Shear.... Actual = Shear..... Allowable = Rebar Lap Required = Rebar embedment into footing Other Acceptable Sizes & Spacings: Toe: None Spec'd -or- Heel: None Spec'd -or- Key: Not Req'd = Mu<S`Fr -or- 0.224 290.6 ft-# 1,296.9 ft-# 0.0 lbs 0.00 psi 85.00 psi 31.20 in 0.308 0.699 400.0 ft-# 906.1 ft-# 1,296.9 ft-# 1,296.9 ft-# 944.6 lbs 26.24 psi 85.00 psi 31.20 in 6.00 in Not req'd, Mu < S ' Fr Not req'd, Mu < S' Fr Not Req'd = Mu<S'Fr Northstar Engineering Title Matt Phillips Page: 20 Declaration Drive Job # : 7812 Dsgnr. Date: MAY 21,2002 Chico, CA 95973 Description.... 530-893-1600 530-893-2113 This Wallin File: D:\ PROJECTS17812 MATT PHILLIPS\78121 RetainPro Version 6.0. Restrained Retaining Wall Design - Build Date • 10SEP-2001 (c) 1989-2001 - Fs-ummary of Forces on Footing : Slab is NOT providing sliding, stem is FIXED at footing Forces acting on footing for sliding & soil pressure.... I $ Sliding Forces V Load & Moment Summary For Footing: For Soil Pressure Calcs Stem Shear @ Top of Footing = -551.5 lbs Moment @ Top of Footing Applied from Stem = -524.7ft-# Heel Active Pressure_ = -253.0 Sliding Force = 804,4 lbs Surcharge Over Heel = 80.0 lbs 2.50ft 200.0ft-# Adjacent Footing Load = lbs ft ft-# Net Moment User For Soil Pressure Calculations Abal Dead Load on Stem = 1,500.0 lbs 1.63 ft 2,437.5ft-# -484.8 ft-# Soil Over Toe = 41.3 lbs 0.75ft ' 30.9ft-# Surcharge Over Toe = lbs ft ft-# Stem Weight! = 450.0 lbs 1.75 ft 787.5ft-# Soil Over Heel = 660.0 lbs 2.50 ft 1,650.Oft-# + Footing Weight r = 625.0 lbs 1.50ft + 938.0ft-# Total Vertical Force = 3,356.3 lbs Base Moment = • 5,519.2ft-# i Y � I f ' I i i • i a i s.• s.- s.� 4, .saf3��8+Z. o6-oZ GENERAL CONDITIONS: I-1 The Contractor shall verify all dimensions, details and ,fob site conditions prior to commencing work and notify the Engineer of any discrepancies. n I-2 All construction and methods shah be In strict conformance with the applicable provisions of the California Building Code, 1998 Edition, and the latest edition of the UMC, UPC, NEC, and applicable municipal, State, and Federal regulations. 1-3 All work is subject to building department field inspector's approval. � m 1-4 The Contractor shall provide all measures necessary to protect the structure, workmen, and all other persons during construction. 1-5 The Engineer is responsible for the structural items In the plans only. Should any changes be made from . the design ,as specified in these calculations without approval from the Engineer, than the Engineer will assume no responsibility for any element or system of the structure. FA 1-6 Additional layouts and/or plans (site plan, plumbing, heating and ventilation, mechanical, etc.) by others, unless otherwise noted or indicated on the drawings. 1-7 In the event certain features of the construction are not fully shown on the plans or called for in the 0 notes or specifications, their construction shall be of similar character to conditions shown on the plans and shall be reviewed by the Engineer and Owner prior to construction. 1-8 The drawings and specifications represent the finished structure, and, unless specifically noted O otherwise do not show the method of construction. The Contractor is responsible for the method of construction, and shall provide all measures necessary to protect the public, construction workers, and the structure during construction. Such measures shall include forming, shoring, bracing, scaffolding, etc. 1-9 Ail water proofing and flashing (roofs, foundations, garage floors, etc_) is the responsibility of the Contractor or Owner. FOUNDATION: ::E 201 o 2-1 The Contractor shall be responsible for the location of all underground facilittes or other buried objects which may be encountered but which are not shown on these plans. Locations and depths of Cr 0 any existing utilities that may or may not be shown on these plans are approximate and may not be "' tD 0 CD Q 2-2 complete. Foundation design is based upon an assumed soil bearing capacity of 1,500 psf. w Q O o 0 2-3 Cuts and fills are to conform with UBC Appendix 3312 and 3313. Q o 2-4 These calculations assume stable, undisturbed soils and level or stepped footings. Any unusual soil 0 a - conditions such as organic soils, clay pockets, or uncertifted ft11s shall be brought to the attention of y g 10 `D `J the Engineer prior to construction. Q -n 2-5 All excavations shall be inspected and approved by the Building Official before concrete is poured. Footings shall extend to firm, undisturbed native soil 12 inches minimum below existing grade, or as `� W directed by the Engineer, whichever is lowest. Engineered fill may be used as existing grade provided 3 0 tests are presented to the Engineer of a 90% relative compaction per ASTM 1557. o `;; DETAIL NAME DESIGNS SPM GENERAL MOTES CHECKED, JMR S -1s DATES 05-2002 JOB NOs 7812 PROJECT NAME MATT PHILLIPS SCALES N /A MW FOUNDATION (cont.): 2-6 Fill material shall be free from debris, vegetation, and other foreign substances. n 2-1 Use 4" diameter perforated pipe sub-drain with 12" min. drain rock full-height behind all retaining walls. Slope pipe to drain to daylight. S. 2-8 The bottom of all footing excavations shall be clean and level. 2-9 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 feet 177 9 horizontal. 2-10 Foundations shall not be scaled from plan or detail drawings. S 2-II The Contractor shall be responsible for determining the exact location of all anchor bolts, holdown anchors or straps, and embedments, prior to placement of concrete and/or installation of structural framing members. 2-12 Anchor bolts to be 1/2" diameter x i" minimum embedment into concrete spaced at 4'-0" o.c. : maximum unless otherwise noted on plans, shearwall or braced wall schedules, or details. 5/8" diameter C anchor bolts shall be used in Seismic Zone 4. Bolts shall be located within 12" of each and of 2x sill plate with a minimum of two anchor bolts per silt plate. Anchor bolts shall have 2"x2"x3/16" washer. 2-13 All holdown anchor bolts, column base plates, etc. shall be wired and tied in place prior to placement of concrete. 2-14 The concrete contractor and framing contractor shall coordinate the placement of all holdown anchors, H column base plates, etc. prior to foundation inspection and placement of concrete. 2-15 Foundations supporting wood shall extend at least 6 inches above the adjacent finished grade. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts that they support are of approved wood of natural resistance to decay or treated wood is used. CONCRETE: CD o ti o ID 3-1 All concrete shall have a minimum of 5 sacks of cement / cubic yard, a maximum slump of 4" +/- I" and a minimum f'c=2,500 psi after 28 days curing unless otherwise noted. Aggregate size shall be a maximum Q of 1-1/2" in foundations and 3/4" at all other locations. o fl 3-2 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. oo 3-3 All cement used shall conform to A5TM C-150 and shall be Type 11 or Type III low alkali. o o 3-4 Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as y gvCD determined by ASTM C-221,28% and 295. If test data is unavailable in regards to alkali reactive zi materials, provide cement with a maximum alkali content less than 0145% by weight. m T 3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of cQ the ACI code and UBC appendix, chapter 19: o �^ 3-6 Water proofing of foundations, retaining walls, and slab on grade is the responsibility of the Contractor 3 or Owner. 00 1 N DETAIL NAME DESIGNi SPM GENERAL MOTES (CONTINUED) CHECKED= JM12 S-1b DATEa 05-20 2 PROJECT NAME JOB NO, 78112 MATT PHILLIPS I SCALE, N /A �[ , y R, CONCRETE (cont.): 3-1 Vibrate concrete around all bolts, rebar and surfaces. 3-8 Construction ,joints shall be clean and wet prior to pouring concrete. n 3-9 Concrete shall have a water -cement ratio of OA5 ib./lb. or less. Addition of water at the site is ,job not permitted unless special inspection has been provided and test specimens are taken. if hot weather conditions are anticipated at the ,job site, concrete materials (aggregates, mixing water, and cement) shall be cooled prior to mixing, and retarders or plasticizers may be added to provide workable concret M Forms, reinforcing steel and subgrade shall be fogged or sprinkled with coot water ,just before concrete 242is placed. $_. 3-10 Concrete shall be air entrained a minimum of 5$ and maximum of It. 3-11 Shrinkage at 28 dads shall not exceed 0.055% for dry curing. 9 3-12 Minimum concrete tensile splitting strength shall be 390 pal. _ 3-13 All projecting corners of slabs, beams, columns, etc. shall be formed with a 3/4" chamfer, unless �' H specifically noted otherwise. C 3-14 Calcium chloride admixtures or chloride -based admixtures shall not be used. p STEEL: O h 5-1 Reinforcing steel shall conform to the provisions of ASTM A-615, Grade 40 for 04 bars and smaller and ASTM A-615, Grade 60 for 05 bars and larger. All rebar to be deformed and all splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps to adjacent bars shall be staggered 5' - O" minimum. 5-2 Reinforcement cover shall be as follows= Concrete cast against and permanentld exposed to soil' 3" Concrete with soil or weather exposure: $5 bars and smaliers 11/2" s6 bars and larger+ 2" En o Concrete without soil or weather exposure= 3/4" v- � 0 0 5-3 05 and larger rebar shall not be re-bent. L-1 cD O n ^ n Q 5-4 All reinforcing steel and anchor bolts shall be accurately secured in position before and during concreteo ° Q placement. o 5-5 All bolts, nuts, and lag screws shall be provided with flat or malleable washers where bearing against C& Q' o wood. O CD 5-6 Bolts, nuts, and lag screws shall conform to the provisions of ASTM A-301, Grade A. Q w 5-1 All structural steel shall conform to the provisions of ASTM A-36 for W -shapes, M -shapes, HP -shapes, Channels, Angles, Structural Tees, and plate steel. Structural steel shalt be ASTM A53, Type E or 5, Grade "B" for pipe and ASTM A500, Grade "B" for tube steel. Cn0 3 00 10 N / DETAIL NAME DESIGN: SPM GENERAL MOTES (CONTINUED) JoRS—♦C oEKs A o'2 PROJECT NAMEJOB NOe 7612 MATT PHILLIPS SCALES N /A Ica 1) STEEL (cont.): 5-8 All welding shall conform to the American Welding Society specifications. All welding shall be done by certified welders. n 5-9 All welding electrodes shall be E7OXX or shielded wires with Fy>70 ksi. S' 5-10 All reinforcing steel shall be clean and free of deleterious materials at the time of concrete placement. .5-11 Not less than (2) 05 rebar shall be provided around all window and door openings to all concrete walls. m Such bars shall be extended to develop the bar beyond the corners of the openings not less than 30" 2 min. Where there is not room to extend the rebar to that length, a "standard hook" may be provided not ae less than 15" beyond the opening for the purposes of developing the rebar. % O 5-12 A "standard hook" is defined as either a 180' bend plus a 4 bar diameter extension, but not less than 2 1/2" at the free end of the bar or a 90' bend plus a 12 bar diameter extension at the free and of the H bar. Hooks for stirrups and ties shall be as follows: H I. #5 bar and smaller, 90' bend plus 6 bar diameter extension at free end of bar, or C 2. 06, 07 and #8 bar, 90' bend plus 12 bar diameter extension at free end of bar, or 3. #8 bar and smaller, 135' bend plus 6 bar diameter extension at free and of bar. C 4. Stirrups and tie hooks in Seismic Zones 3 and 4 shall be specified by the engineer. O H ��o p oID to cD CD CD NnQ W Q Q .. `O 0 0 CO 3 10 � C& -o -n Q TQ � X � x (Q n C.►i - 3- 00 .o 10 N � DETAIL NAME DESIGNS SPM GENERAL MOTES (CONTINUED) CHECKED: JMR S -1d DATE: 05-2002 PROJECT NAME JOB N0: 7812 MATT PHILLIPS SCALE: N / A N 0 1 m odshStar Civil Engineers..Surveyors Chico, California WATERPROOFI BY OTHERS. PROVIDE DRAINAGE PER NOTE 2-1 ON SHEET 6-1 20 Declaration Drive Chico, California 95973 Prone: (530) 893-1600 Fax: (530) 893-2113 Web Site: www.northstareng.com AL IOUS 3" O.C. OTAL/ NOTES: 1. DO NOT PLACE BACKFILL UNTIL CONCRETE HAS CURED 14 DAYS MIN. 2. PROVIDE ADEQUATE CONSOLIDATION PER NOTE 3-1 ON SHEET S -I. 3. SEE "ANCHOR BOLT SCHEDULE FOR HOLDOWNS" FOR GOVERNING STEM WALL THICKNESSES WHERE HOLDOWNS OCCUR. 4. PROVIDE SHORING FOR WALL WHILE COMPACTING BACKFILL. DETAIL NAME DESIGN: SPM CANTILEVER RETAINING WALL CHECKED: JMR 1 DATE: 05-2002 PROJECT NAME JOB NO: 1812 MATT PHILLIPS SCALE: N /A lI By: SM / JR Date: 8/5/02 Job No. -7 1� i .L Page ( 3 of PARTIAL LATERAL DESIGN SHEAR WALL: (TOP FLOOR OR ROOF) Location: Grid A INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 LLsw1 L L2 L1 = 0.0 ft L2 = 4.0 ft L3 = 16.0 ft L4 = 9.0 ft L5 = 0.0 ft L6 = 0.0 ft LSw2 I, L3 NorthStar ENGINEERING Lsw1 = 4.5 ft Lsw2 = 4.0 ft Lsw3 = 3.5 ft Lsw4 = 0.0 ft Lsw5 = 0.0 ft 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 L Lsw4L L5 LLsw5 I. L6 H / W ratio 2.11:1 .2.38:1 2.71:1 LENGTH OF SHEARWALL (LswTOT) = 12.0 ft WALL HEIGHT = 9.5 ft TOTAL LENGTH OF WALL (L) = 41.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.192 W SNOW LOAD, % TO INCLUDE (SL)-= 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHR. 41.0 ft 14.0 ft 22.0 psf 13.0 ft 574 ft^2 154 Ib/ft 202 Ib/ft 50% PARALLEL WALL 60.0 ft 9.5 ft 10.0 psf 4.8 ft 570 ft^2 139 Ib/ft 91 Ib/ft 100% PERP. WALL 45.0 ft 9.5 ft 10.0 psf 4.8 ft 428 ft^2 0 Ib/ft 68 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 293 Ib/ft . Total vegDL = 362 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 50% TRIBUTARY WALL AREA FOR WIND (Aw) = 160 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 27.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 13.9 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 12.5 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 362 lb/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 185 Ib/ft GOVERNING LATERAL FORCE v ov = 362 Ib/ft SEISMIC GOVERNS ./- By: SM / JR NorthStar 20 DECLARATION DRIVE Date: 8/5/02 ENGINEERING CHI CO, CA 95973 Job No: -7 8 ( Z 530-893-1600 Page q + of FAX 530-893-2113 SHEAR WALL: (TOP FLOOR OR ROOF) (CONTINUED) Location: Grid A UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) * ... = 3384 ft - Ib /ft WIND =(v w)*cgw= 2312 ft -lb/ft max (mo) = 3384 ft - Ib /ft OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL 0 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) = 1151 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lswl + 1-2) = (112" dia. anc. bolt) (5/8" dia. anc. bolt) - DSF6 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 952 Ib DSF7 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = Sill plate Anc. bolt Sill plate Anc. bolt 0 Ib DSF10 = vgov * (Lswl +.Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 I b thick. in s acin ft thick. in spacing (ft) / 2X 2.10 2X 3.06 Req'd: SHEAR WALL NO. 3 HOLDOWNS FOR SHEARWALL Uplift A-307 Lenqth Mo Mr M/D allthrd dia. Holdowns Strap Holdowns Lswl = 4.5 ft 15227 ft -Ib 2522 ft -Ib 2823 Ib 5/8 PHD2 / 2-2x / (5/8") MSTC52 / 48-16d / 2-2x Lsw2 = 4.0 ft 13535 ft -Ib 1993 ft -Ib 2886 Ib 5/8 PHD2 / 2-2x / (5/8") MSTC52 / 48-16d / 2-2x Lsw3 = 3.5 ft 11843 ft -Ib 1526 ft -Ib 2948 Ib 5/8 PHD2 / 2-2x / (5/8") MSTC52 / 48-16d / 2-2x Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -lb 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 0 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) = 1151 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lswl + 1-2) = 727 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2) = 1750 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + 1-3) = 57 Ib DSF6 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 952 Ib DSF7 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov' (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov * (Lswl +.Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 I b MAX. DRAG STRUT FORCE = 1750 Ib MIN. DRAG STRUT FORCE = 0 Ib USE: MSTC28 STRAP AT ALL TOP PLATE SPLICES By: SM / JR Date: 8/5/02 Job No: 1 g 1 Z Page 15 of SHEAR WALL: (BOTTOM FLOOR) Location: Grid A INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 L Lswl L L2 L Lsw2 L L3 No, rthStar ENGINEERING I I 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L5 LLsw5 I. L6 " LENGTH H / W ratio L1 = 0.0 ft Lswl = 13.0 ft 0.19:1 L2 = 16.0 ft Lsw2 = 3.5 ft ./ i 0.71:1 L3= 8.5 ft Lsw3= 0.0 ft i L4= 0.0 ft Lsw4=. 0.0 ft 574 ft^2 L5 = 0.0 ft Lsw5 = 0.0 ft I L6= 0.0 ft 41.0 ft 2.5 ft LENGTH OF SHEARWALL (LswTOT) = 16.5 ft iWALL HEIGHT = 2.5 ft TOTAL LENGTH OF WALL (L) = 41.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.192 W TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL veQDL %wDL to use FLOOR DIAPHR. 41.0 ft 14.0 ft 17.0 psf 2.5 ft 574 ft^2 24 Ib/ft 114 Ib/ft 10% PARALLEL WALL 41.0 ft 2.5 ft 10.0 psf 1!.3 ft 103 ft^2 13 Ib/ft 12 Ib/ft 50%. PERP. WALL 45.0 ft 2.5 ft 10.0 psf 1i.3 ft 113 ft^2 0 Ib/ft 13 Ib/ft 0% DECK 28.0 ft 11.0 ft 12.0 psf 2.5 ft 308 ft^2 9 Ib/ft 43 Ib/ft 10% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft 0 ft^2 0 Ib/ft 0 Ib/ft 0% I Tntal wnl = 45 Ih/ft Total vegDL = 182 Ib/ft TRIBUTARY WALL AREA FOR WIND (Aw) = . 75 ft^2 FLOOR HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 7.0 ft (up to 40'-0" max) WIND PRESSURE (P) = i 11.7 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 7.5 ft HEIGHT TO BASE OF SHEARWALL ABOVE, (Habove) = 2.5 ft LAT. EQ FORCE (vegTOT) = Total vegDL = i 182 Ib/ft LAT. EQ FORCE FROM LEVEL ABOVE (vegTOT*LswTOTab/LsWTOTbel) = 263 Ib/ft 4441 b/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 53 Ib/ft LAT. WIND FORCE FROM LEVEL ABOVE (v w ab*LswTOTab/LswTOTbel)= 135 lb/ft 188 Ib/ft (TOTAL GOVERNING LATERAL FORCE (vgov1) = 1 444 Ib/ft SEISMIC GOVERNS I 1i By: SM / JR Date: 8/5/02 Job No: —15 (2— Page of NQrthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973.. 530-893-1600 FAX 530-893-2113 SHEAR WALL: (BOTTOM FLOOR) (CONTINUED) 0 lb DSF2 = vgovl * Lswl - (vgovl * LswTOT / L) * (1-1 + Lswl) = Location: Grid A DSF3 = vgovl * Lsw1 - (vgovl * LswTOT / L) * (1-1 + Lswl + 1-2) _ (1/2" dia. anc. bolt) UNIT OT MM'T, THIS LVL (mol), EQ = veq(dia) * CGdia + veq(extwall) * CG(ext wall) ..= 423 ft - Ib /ft WIND = (v w) * cgw = 398 ft - lb /ft UNIT OT MM'T, TOP FLOOR (=2), EQ = veq(dia) * (CGdia + Habove) + veq(extwall) * ...= 3118 ft - Ib /ft WIND = (v w) * cgw = 2775 ft - Ib /ft max (mo) = 3541 ft - Ib /ft OVERTURNING MOMENT (Mo) = (mol+mo2) * Lswi . RIGHTING MOMENT (Mr) = [[0.66 - wind] or [0.85 - eq] * (wDL2 + wDL1.) * Lswi^2] / 2 / 2X 1.71 NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi (Add wSL to wDL2 if veq controls) SHEAR DESIGN FOR SHEARWALL 0 lb DSF2 = vgovl * Lswl - (vgovl * LswTOT / L) * (1-1 + Lswl) = 3453 Ib DSF3 = vgovl * Lsw1 - (vgovl * LswTOT / L) * (1-1 + Lswl + 1-2) _ (1/2" dia. anc. bolt) (5/8" dia. anc..bolt) - 0 Ib DSF6 = vgovl * (Lswl + Lsw2 + Lsw3) - (vgovl * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib Sill plate Anc. bolt Sill plate Anc. bolt 0 Ib DSF9 = vgovl * (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgovl * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 l b DSF10 = vgovl * (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgovl * LswTOT / L) * (L1.+ Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = thick. in spacing ftl thick. in _spacing (ft) / 2X 1.71 2X 2.49 Req'd:.SHEAR WALL NO..4 HOLDOWNS FOR SHEARWALL Gravity load from above = 0% Uplift A-307 Retrofit Length Mo Mr M/D allthrd dia. HD Holdown Lswl = 13.0 ft 46029 ft -Ib 3255 ft -Ib 3290 Ib 5/8 RFB#5x16 / ET -22 PHD2 / 2-2x / SSTB20 Lsw2 = 3.5 ft 12393 ft -Ib 236 ft -lb 3473 Ib 5/8 RFB#5x16 / ET -22 PHD2 / 2-2x / SSTB20 Lsw3 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib. Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -lb 0 ft -lb 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgovl * LswTOT / L) * L1 = 0 lb DSF2 = vgovl * Lswl - (vgovl * LswTOT / L) * (1-1 + Lswl) = 3453 Ib DSF3 = vgovl * Lsw1 - (vgovl * LswTOT / L) * (1-1 + Lswl + 1-2) _ 591 Ib DSF4 = vgovl * (Lswl + Lsw2) - (vgovl * LswTOT / L) * (L1 + Lswi + L2 + Lsw2) = 1520 Ib DSF5 = vgovl * (Lswl + Lsw2) - (vgovl * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgovl * (Lswl + Lsw2 + Lsw3) - (vgovl * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgovl * (Lswl + Lsw2 + Lsw3) - (vgovl * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgovl * (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgovl * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgovl * (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgovl * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 l b DSF10 = vgovl * (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgovl * LswTOT / L) * (L1.+ Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 lb MAX. DRAG STRUT FORCE = 3453 Ib / MIN. DRAG STRUT FORCE = 0 Ib USE: MSTC40 STRAP AT ALL TOP PLATE SPLICES J� 14 BY: S M (Z - DATE: c> Z— JOB NO: % 8 Z PAGE \'l OF NorthStar Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530.893-2113 SHEAP WALL. SCHEDULE &HEAP WALL l0 02 03 ® ® 0 0 ALLOWABLE LOAD/FOOT 208 304 392 512 608 184 940 1,2 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX 3/8"CDX PLYWOOD CDX CDX CDX CDX 2 SIDES 2 SIDES 2 SIDES EDGE NAILING 5 8d 0 6" 8d 0 4i3 8d 0 3" 3 8d 0 2" 3 8d 0 4" 3 8d 0 3" 3 10d 0 3" 3 FIELD NAILING 5 8d 0 12" 8d 0 12" 8d 0 12" 8d 0 12" 8d 0 12" 8d a 12" 10d 0 12" FOUNDATION SILL PLATE THICKNESS'o 2X . 2X 2X 2X 3X 3X 3X CLIP, BLOCK' L550 L650 L690 LS90 L590 L590 L590 TO PLATE 0 24" ON I6" 0 20" 0 14" 0 12" 01011 0811 5/8,10 5/8,10 5/8,10 5/8" 4 5/8" 5/15,10 5/8,10 ANCHOR BOLT 8 48" oz. 42" oz. 16" oz. 12" oz. 26" oz. 20" O.C. IS" oz. SPACING 1/2" 0 1/2" m 1/2" 0 1/2110 1/2110 1/2110 1/2",0 42" oz. 30" O.C. 11" O.C. 8" oz. IS" oz. 14" oz. II" oz. RETROFIT ANCHORIN 12FB*5xl0 12FB$5xl0 12FB#5x10 12FB#5x10 12FBs5x10. 12FBs5xl0 RFB*5x10 BOLT SPACING 48" oz. 42" oz. 16" oz. 12" oz. 26" oz. 20" oz. 18" oz. 1. OVER DOUGLAS FIR STUDS 0 16" O.C., HEM -FIR TOP PLATES ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE AS SHOWN IN NOTE $4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. NAILS SHALL BE SINKERS. IF MACHINE NAILS ARE USED, NAILS WITH A PARTIAL HEAD ARE NOT PERMITTED. 6. PRESSURE DOUGLAS FIR SILLS REQUIRED, .TREATED 7. 51MPS6N MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL. S. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER. 9. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL BE RATED FOR EXTERIOR USE. 10. FOR ANCHOR BOLTS REQ'D IN RETROFIT SITUATIONS, SEE NOTE 6-3 ON SHEET 5-1. BY: SrR /S DATE: p JOB NO: PAGE g OF ( l3 N.orthStar Civil Engineers - Planners - Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEAR WALL ID 2 a ® Q5 Q Q ALLOWABLE, LOAD/FOOT 208 304 392 512 608 184 940 BILL NAIL 1 16d is 4" 16d to 4" 16d to 3" SDS 1/4x roll o(oil 5D5 1/4x roll a 411 5D5 1/4x roll 0 411 5D5 1/4x roll -311 BILL CONN. CAP, 342 342 456 514 861 861 1149 5/8" m 5/8" m 15/8,,o 3 5/8" m 3 5/8" m 5/8" m 5/8" 0. ANCHOR BOLT 2 48" 42" 16" 12" 26" .20" 18" SPACING 1/2" 0 1/2" 0 1/2110 3 1/2110 3 1/2110 1/2" m 1/2" m 42" 30" 11" 8" 18" 14" II" BILL THICKNESS 2X 2X 2X 2X 3X 3X 3X m ANCHOR BOLT CAPACITY 216 304 413 568 620 198 1,015 5/8" 0 ANCHOR BOLT CAPACITY 215 315 413 551 638 829 1,031 NOTES: 1. NAILS PER NER-212 CAPACITY OF 16d .SINKER = 86*133 = 114 # / NAIL SIMPSON SDS 1/4 x 6" WOOD SCREWS PER ICBG REPORT NO. ER -5268 CAPACITY OF 5D5 i/4 x 6" WOOD SCREW = 216 *133 = 281 0 / 5CREW 2. DESIGN CAPACITY OF BOLTS PER TABLE 82E OF THE '91 NDS. CAPACITY OF 1/2" 0 -ANCHOR BOLT 1N 2X SILL = 133 * 5100 = 158 0 / BOLT CAPACITY OF 1/2" m ANCHOR BOLT 1N 3X BILL = 133 * 100* = 931 * / BOLT CAPACITY OF 5/8" 0 ANCHOR BOLT 1N 2X BILL = 133 * 830 = 1103 # / BOLT CAPACITY OF 5/8" 0 ANCHOR BOLT IN 3X BILL = 133 * 1040 = 1383 * / BOLT 3. REDUCE ANCHOR BOLT CAPACITY 1N NOTE 2 BY 50% FOR 2X.SILL PLATE WHEN ALLOWABLE SHEAR PER FOOT 15 > THAN 350 PLF < 600 PLF. NorthStar ENGINEERING Civil Engineers • Planners • Surveyors e NorthStar Engineering Job No.: 7812 TRUSS DESIGIN STATEMENT I have reviewed the truss submittal for the Warren residence located on Hartnell in Magalia. The purpose of my review was to insure that the Truss Designer used the proper gravity and lateral loading where required based on my analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did not verify the structural design of the individual trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Signed, Jeff Richelieu, PE, qi� NorthStar Engineering Nam �'F, �wqg 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 PLAN REVIEW RESPONSE FORM :i order to expedite the review of your plans, please complete the following information and return this form with your le,4WunjuaL If ::is form is not complete, as to all Correction items, we will not be able to accept your re -submittal for review. Mum meat be a valid _sponse to every item requested in our plan correction letter. "By others" is not considered a valid response.- P1eam your _sponse to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY Of YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIMNAL FDNB. WNERS NAME _ DATE: . '-:;SPONSE FOR PLAN CHECK LETTER DATED: ':.AN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: N ;OMMENTS: :OMMENTS: 'LAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: JMMENTS: Ad` :OMMENTS: 'LAN CHECK ITEM # RESPONSE BY: `gyp LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: �) :OMMENTS: 'LAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: 'OMMENTS: s i f fA 'LAN CHECK ITEM 9 `1 -OMMENTS: RESPONSE BY: LOCATION ON PLANS/CALCS: it,) 1-ilr�,l �A�r:S - =RESPONSELAN CHECK LETTER DATED: RESPONSE BY: LOCATION ON PLANSICALCS: PLAN CHECK TEM # ,rt' RESPONSE BY: k' J COMMENTS: �t'rLi I LOCATION ON PLANSICALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS!CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: Comm PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS!CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMhAENTS: J NorthStar ENG-INEER ING- Civil Engineers - Surveyors Job #: 7812 Date: August 14;_2002 Martha Christy Plans Examiner Department of Development Services Building Division Reply to plan check dated July 23, 2002 for: Gary and Susan Powers 14276 Manatee Circle Magalia, CA 95954 APN 064-590-012 Building permit no. 02-1424 Non -Structural Comments: 1. See revised energy calcs. 2. The windows in the dormers will be vented into the attic, but do not open into the house. They are for "decorative" purposes only. The size of the windows has been provided on the plans. 3. A shearwall has been added along the back of the house where braced wall panels did not comply. The portion of the house labeled "2 -car garage" has been analyzed as a box ("separate structure") since the walls surrounding this portion run continuous D �,up to the roof diaphragm (to meet the firewall requirement). The offsets at the front wall �-fp 1'6V line do not appear to violate the requirements of Chapter 23 of the UBC. O-(A-114`1 4. Bracing for cripple walls as noted on Table 23 -IV -C-2, UBC has been added to the plans. The height of the cripple walls hasn't been provided on the plans due to uncertainty as to what is the actual slope of surrounding grade. The heights illustrated on the elevations are believed to be approximately correct from conversations with the contractor. Structural Comments: 1. Engineering for the retaining wall shown on the plans has been provided in the calculations and structural notes from the calculations have been provided in the plan set on sheet S-1. If you have any questions, feel free to call me at (530) 893=1600. End of Reply Je4*che ,E NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FA.X-893-2113- July 23, 2002 Gary and Susan Powers 14276 Manatee Circle Magalia, CA 95954 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 064-590-012 Building Permit Number: 02-1424 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. Provide energy calculations with front of house facing southeast. Include skylight. Please initial all mandatory measures that apply and include load calcs for the heating and cooling systems. Do the windows in the dormers open into the house? Provide size of these windows. Please provide lateral analysis of all braced wall lines that do not meet the requirements of Chapter 23 of the Uniform Building Code. Wall lines which do not continue through building, where braced wall panels along the line are more than 25 feet apart, measured from center to center, where offsets on a wall line are more than 4 feet, where offsets at front wall I line and the many different roof diaphragms for this structure creates discontinuities in the seismic load path, where cripple wall height exceeds 14 inches you cannot have alternate braced wall panels. 4. Provide height of cripple wall on rear and sides of structure. Provide bracing for cripple wails. as noted on Tabie 23 -IV -C-2, UBC. STRUCTURAL COMMENTS: 1. Provide engineering for retaining wall shown on the plan or revise plan to detail retaining wall in the submitted calculations. All requirements from the calculations are to be on the stamped, signed plans. If you wish to discuss any of these requirernents, 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 Martha. Philo will answer your structural questions. 1 of 2 0___ COPY of Document Recorded AND WHEN RECORDED MAIL TO: 07 -Aug -2002 2002-0040886 BUTTE COUNTY BUILDING DIVISION Has not been compared with 7 COUNTY CENTER DRIVE original OROVILLE, CA 95965 BUTTE COUNTY RECORDER r 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: SF.F. ATTACHED LF,GAL DESCRIPTION Date AUGUST 6, 2002 PROPERTY;7ZS: �'J r State of California County of BUTTE, On AUGUST 6, 2002 before me, I CHERI HOVF.Y, NOTARY PUBLIC * personally appeared * GARY L. POWERS AND SUSAN M. POWERS * personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in tiis/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. t , WITNESShand and official seal. Signaturey 0 A J, Hrl Seal: CHERIHOVEY Commission=1327113 4327113 i Notary Public - California_ Butte C A.P. # 064-590-012 ounty Comm. Expims Oct 27.20D5 k" , _. Yi:' Preliminary Report Description The land referred to herein is situated in the State :of California, County of Butte, and is described as follows: PARCEL I: LOT 110, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 11 WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 17, 1970, IN BOOK 38 OF MAPS, AT PAGE(S) 17, 18 AND 19. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. APN 064-590-012-000 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A AND B (THE COMMON AREAS) OF SAID PARADISE PINES UNIT 11 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI AND XIII. To: LARRY-PA!NT'ER Yom: CHICO ENV. HEALTH ❑ APPROVED Permit #: Q?— ) L� 2H Genera/Infor1Hation EHS CONDITIONALLY APPROVED N ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL � _ 6,0 -PERMIT CLEARANCE Date: [3k o�— AP#: QI�J 1 Owners ame: r L �� S Parcel Acreage: �Adc ess: a 9556 .. Building Site Address: a'4rtn e4 • Provertvinformabron Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home 11f.&D ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel X$epbc ❑ Well ❑ Other Zone District: (, — ) Date of Zoning Ordinance: General Plan: L-'� Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement a No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan R No ❑ Yes Violabon Area No ❑ Yes Specific Plan N0 ❑ Yes ❑ Chico ❑ D2N Enterprise Zone ® No ❑ Yes, check use ® No E] yes ' x Floodplain Zone: Watershed Protection Zone Cg No E] Yes Proposed Use Complies With: ® General Plan ® Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Panting Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Aoolicable Setbacks: ❑ Other ❑ Other ❑ Cohasset Panel Number: O" I co Q.— ❑[] Accessory Building Use Zonino CodeP Street & HI Fr nSubdivision Map Front / 1 Side S O Side street Rear J �D Heioht Septic Permit Review: Well Permit Review: Land Development Review: c -t'4 a J§ Map Agriculture Affldavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes fA,fl, s P�NE� 17 Date of Recording: Lot: Conditions That Must be Met Prior to Issuance of Permit: ❑ No ❑ Yes ❑ No ❑ Yes Block: Book: Page: 1 ❑ Verify legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other General Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. -6N BVD L-,0 ia6 % ZD bT-> TO 2 -GOC ;-`% CONS APN 064-590-012 ZONING: RESIDENTIAL BUILDING USE/ SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTIONI V -N BUILDING FLOOR:AREA: Residenct3.,..,. 1813 50. FT. Garage .u... 482 SQ. FT. Covered Porch...... 92 50. FT. W LIST OF SHEETS U SHEET NO. DESC121PTION c+1 r+1 SITE PLAN 2 ELEVATIONS 3 FOUNDATION PLAN 4 FLOO12 PLAN 5 ROOFING PLAN. 6 SECTIONS DETAILS S ELECT121CAL / MECH. 9-1 STRUCTU12AL DETAILS CODE 'ANALYSIS APN 064-590-012 ZONING: RESIDENTIAL BUILDING USE/ SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTIONI V -N BUILDING FLOOR:AREA: Residenct3.,..,. 1813 50. FT. Garage .u... 482 SQ. FT. Covered Porch...... 92 50. FT. W U c+1 r+1 Lu z w Q N 1 Z cd O r co W J Q� U V sow it w LU o W ly Co Z Q 0 co N W m= �a APN 064-590-012 ZONING: RESIDENTIAL BUILDING USE/ SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTIONI V -N BUILDING FLOOR:AREA: Residenct3.,..,. 1813 50. FT. Garage .u... 482 SQ. FT. Covered Porch...... 92 50. FT. W U Lu z w Q o Z L W J Q� U V p w LU o ly W Q NN^ N 0 .. N in O/ LU L N •• W U z w o Z W J w W 6'-10" 4'// // 4' RAILING A 3' HIGH (TYP.) 1� 20/50 1/2 TRANS 20/50 v 50/50 FX 2x2 UPRIGHTS w/ NO MORE THAN 4" SPACING (MAX) 4' C C 4' STEP REDWOOD DECK _ 2x6 DECKING= N m U. MASTER $EDRM x LLI CARPET CARPET I 20/50 w/ 6068 SL GL DR 20/50 w/ W/ YANIALIGN DOOR 1 � 4 ARCH w/ ARCH TRAN 1/4 ARCH M,,.••. BALLOON FRAME I /50 SL 4' C 4' WALL TO BOTTOM ;� 2'-8" 2'-811 OF SCISSOR TRUSS 40/50 5H 1 'U I D N C 4 - 288 2468 ® O.G. 2468 4 D U. 0� III O,�m 0� 0m p� 11 0�u v O I _01, y I I �� `�Q I I _ II -1 VINYL 1 � v c; 0 I �t � � � U r ViNYL CARPET tu O iO II O to = a wq' I ;4 _ =III NOOK � � L p p _ O tl yRPET Ii II VINYL 3EDRM# ALIVING PV M 3068 N 'I5 S�JO CARPET 23 Q ,ti+ I III g 6x6 DF 6'-10" 2'-8" 2-2x STUDS •2 P05T 8 # 30 I ® 4'-10" 3'-6" 8'-q" 3'-8" 2'-10" 41 715" 4, 4'p I 50/68 B1PA55 2668 PELLET STOVE _ PROVIDED a O w — 22— — II 0 OW. OWNS LED BY N of 31 0' N I-Qo TILE HEARTH d a 0 VINYL C�E� ® 24" TB FLOOR. LL 6 FROM 0 2—CAR a J _ _ _ /� /� en iD t7 p VINYL _ 4x12 DF s2 _ 23 GARAGE O in O I CARPET N 2668 482 SQ.FT. C., `t I PH 2668 FOYER 2668 CI i Q 4, APPROVED D u m Butte County Environmental Health a 41 D 4, 22 -- Em: ai 17,,] 3068 50/68 BIPASS + + Date C 20/50 X 20/50 FX Q , TEMP. TEMP. C - OFFICE 0��0 �e 41. �� O CARPET yy�0.�gy� g1_61 31_6a ia4 CONCRETE �j b U SSZ, O� PORCH OO�y� 16/70 METAL ROLL -UP DOOR C MAl 2'-W � sv6!'0nmeri#al Health 4' � d CARPET '' '' oy� I' 1' J U N - 3 2002 8' A *tiQ 40/50 SH w/: I/2 RHD TRANS A Chico, California 41 41 O� O.C. Q40/50 SH w/ C 4, I/2 RND IRANSi' 41 I I 12'-6" s 23'-q" 65'-2a DC) C)ro 86 A6 SHEET NOTESCq .d. i N ni SiNK W/ DISPOSAL Q DISH WASHER Cd 31 RANGE with EXHAUST O � , ® REFRIGERATOR with WATER CONNECTOR saw Q FREEZER © MICROWAVE W Cis Q DOUBLE OPEN Z Q EATING BAR Q PANTRY 0 t0 TRASH COMPACTOR co II LINEN CLOSET l2 WASHING MACHINE 13 DRYER: Q p O EXHAUST DUCTS SHALL BE EQUIPPED WITH A BACK DRAFT -DAMPER. U THE LENGTH SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14'-00. C Q) 14 220x30" ATTIC ACCESS: •p • THE ATTIC ACCESS OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A CORRIDOR, HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. THIRTY- INCH -MINIMUM UNOBSTRUCTED to Q HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING. 0 LAUNDRY SiNK VANITY with KNEE SPACE M❑ 9'-O" TUB a SHOWER (n ® SHOWER r4 l.tl � ® JACUZZI TUB 20 WATER HEATERS Q WJkTER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD, A MWIMUM DISTANCE OF FOUR INCHES SHALL BE MAINTAINED ABOVE THE 0 it>'!.MIATROL5 WITH THE 5TRAPPING. r ` U WATER HEATER OPENINGS SHALL BE LOCATED 50 THAT ONE COMBUSTION LY v A5, OPENING EXTENDS WITHIN THE UPPER TWELVE INCHES OF THE cU APPLIANCE ENCLOSURE AND ONE COMBUSTION AiR OPENING EXTENDS WITHIN THE LOWER TWELVE INCHES OF THE ENCLOSURE. REQUIRED COMBUSTION AIR DUCTS SHALL NOT BE LESS THAN THREE INCHES IN THE L Z LEAST DIMENSION. a/ WATER HEATER EQUIPMENT SHALL BE CERTIFIED BY C.E.G. F211 NICHE 22 CLOSET W/ SHELF t POLE 23 ONE HOUR FIREWALL, ALL LIVING SPACE MUST BE SEPARATED FROM GARAGE SPACE w/ N ONE HOUR FIREWALL ASSEMBLY. ALL WALLS AND GARAGE CEILING N ARE A PART OF TH15 ASSEMBLY. USE 5/8" TYPE .'X' GYP. BRD. sem.. Q 24 13/8" THICK SOLID CORE WOOD DOOR W/CLOSER 3 25 ENTERTAINMENT CENTER 0 26 BOOK SHELF'S Q- 27 WINDOW SEAT 28 GAS FIREPLACE W/ HEARTH: CQ INSTALL PER MFGR. INSTRUCTION. to 2q WOOD STOVE W/HEARTH:jC -Q INSTALL PER MFGR. INSTRUCTION. LU L N WOOD STOVES SHALL BE EPA CERTIFIED LU Q „v F30-11 SKYLITE: M) 2'x DUAL GLAZED w/ TINTED GLAZING. INSTALL PER MFGR. INSTRUCTION.Co . in L_31 CUSTOM CABINETRY: O = 'I � C ACTUAL DESIGN and STYLE TO BE DETERMINED BY OWNER and a - APPROVED BY CONTRACTOR. SEE BRACED WALL SCHEDULE ON SHEET No. 3. GENERAL NOTES 4 ALL EXTERIOR s ER OR HEADERS SHALL BE 4x12 DF. 2 U.O.N. 2. INSTALL STREET ADDRESS NUMBERS OF SUFFICIENT SIZE AND CONTRASTING MATERIAL TO BE READILY VISIBLE FROM THE STREET. 3. ALL WINDOWS SHALL BE DUAL GLAZED 4. INSULATION SCHEDULE: EXTERIOR WALLS R-13 BATT CEILING R-38 BATT Z INTERIOR WALL SOUND INSULATION (OPTJ R -it BATT INTERIOR BETWEEN FLOO125 INSULATION (OPTJ R-Iq BATT Q S AN NSULATION CERTIFICATION FORM CF -6R 15 REQUIRED TO BE POSTED AT THS RESIDENCE PRIOR TO THE 155UANCE OF A CERTIFICATE OF OCCUPANCY. 6. ALL EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED. Cj) (L 7. ALL JOINTS AND PENETRATIONS IN EXTERIOR WALLS,FLOOR, AND CEII,.INGS SHALL BE CAULKED AND SEALED 8.' SHC11ER HEADS AND FAUCETS SHALL BE CERTIFIED BY CE.0 q. ALL HVAC EQUIPMENT SHALL BE CERTIFIED BY THE C.E.C, O 10. ALL GAS APPLIANCES SHALL HAVE INTERMITTENT IGNITION DEVICE. a INSULATE ALL DUCTWORK iN UNCONDITIONED SPACE, R-42 MINIMUM 12. DUCTS SHALL BE CONSTRUCTED, INSTALLED, AND INSULATED PER U.M.C. z O i3. ALL HOT WATER LINES WITHIN 5'-0" OF WATER HEATER (IN UNCONDITIONED SPACE) 514ALL BE INSULATED WITH R-4 INSULATION. W 14. EXTERIOR WINDOWS AND DOORS WITH GLAZING SHALL HAVE A PERMANENT NFRC LEVELS ATTACHED, U -VALUES OF DOORS OR WINDOWS SHALL MEET um THE 11TLE 14 CALCULATIONS. i5. TITLE 24 INSTALLATION CERTIFICATION FORM CF -6R SHALL BE POSTED AT THE RESIDENCE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THIS 15 IN ADDITION TO THE INSULATION CERTIFICATE. 16- PROVIDE FLASHING AT ALL EXTERIOR OPENINGS EXPOSED TO WEATHER 17. ALL 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 INCHES. THE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR. 18. iT 15 THE OWNERS / CONTRACTORS RESPONSIBILITY TO VERIFY THAT THIS PROJECT CONFORMS WITH CC a R'S (COVENANTS, CONDITIONS 3 RESTRICTIONS) OF THE SUBDIVISION AND OR APPROVAL OF THE PROPERTY OWNERS 171 ASSOCIATION. A. SEE SHEET 3 FOR "BRACED WALL SCHEDULE". Design: Owner Drawn by: k.t. Rossetta Date= May 2002 . _ Job Ref. 309! r2QU FOOTAGES: HOU --i-.1813 S.F. Sheet: GARAGE... -482 S.F. COVERED PORCH q2 S.F. .4 SCALEI 1/4" + 1'-0" of q Sheets