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HomeMy WebLinkAbout017-060-013_ 0�7 - 06 0 --0/ � O11-520.013 02.2610 RAMOS, JUDY 152&bCENTERVILLE RD., CHICO NEW SINGLE FAMILY IIdA�E lr ~ ` A.Aft r NA PAL W E A LTH A N1 D B E A U.T Y 4 PLANNING COMMISSION. 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 PHONE: 534-4601 October 22, 1982 • Mr. Ron Harris 23560 Mo'rrill Road Los Gatos, Ca. 95030 Re: Variance AP 51-01-115 Dear Mr. Harris: Enclosed is your validated Variance No. 83-1 to allow a 1.8 acre parcel in -a 5 -acre zone. Should you have any questions, please feel free.to contact our office. Sincerely, /B. A. Kircher Director of Planning /hd Enc. cc: L -Dept. of Public Works (2) Environmental Health Fire Department BUTTE COUNTY PLANNING COMMISSION VARIANCE DATE October 3, 199? 83-1 VARIANCE NO. S1-01-115 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: RON HARRIS NAME is hereby granted a Variance in accordance with application filed: 7/27/82 to allow a 1.3 acre parcel I 5 -acrd zone, east side of Cent,:date.11e Rd. app#i!oximately 1/a mile of the Steel Bridge. 10 mi. northeast of Chico SPECIAL CONDITIONS: 1. Parcels shall be created pursuant to the requirements of the State Subdivision Map Act and Chapter 20 of the Butte County Code. 2. All parcels to comply with Chapter 20 of the Butte County Code for usable sewage disposal area# and with the Butte County Sewage Disposal Ordinance. 3. If the domestic wa.tor storage system has a capacity of 1.,000 galla.; or more, a fire department connection shall'be installed. The Pirr' Department gust be notified of any such connection. Such a connec_3. point must be so located that it is readily accessible to fire department equipment. 4. Any use of the PG&E casements within, the subject property must be reviewed by PG&E and covered by a consent agreement for that portion of the easement used. (PG&E) S. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this variance, and that I agree to abide fully by said conditions. Dated: Applicant NOTE: Issuance of this variance does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. CC: Health Department Department of Public Works (2) Fire Department Chairman of Planning Commission TO: FROM: DATE: INTER -DEPARTMENTAL NMMORANDUM BUILDING DIVISION, OROVILLE 0 2NMR. HEALTH, CFHCO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#:Q� ADDRESS/LOCATION: CPJ)1�� I Cd% Comments: GL/niemos/mleaschold k FA m NOTES T .. RESIDENTIAL S 011-520-013t• 02-2610 PERMIT NO. —� RAMOS, JUDY V �3Zyy CENTERVILLE RD., CHICO k: NEW SINGLE FAMILY a OF�I��• `,"FY Addre s • i Da— PIS� 0 G Meter BY - ELF TR►C Date`s Meter BY E 1•ev�f�� C JOB FINA�D (Date) Signature a�A • f� i Y ... J • • a� . - S 4 E 1•ev�f�� C JOB FINA�D (Date) Signature a�A J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. 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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Date 3. Card B-1 Date. Card B-1 Date 5. Card B-1 Date . Card B-1 Date PERMANENT END SYSTEM (ONLY) Electric 8. 1. Zoning Requirements -Setbacks -Easements Siding; Nailing -Veneer -Stucco -Mesh 10. 2. Footings; Size -Spacing -Marriage Line Ext.; Steps -Doors -Landings 12. 3. Blocking 7. 4. Gas; MH Test -Demand -Valve 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 5. Electricity; MH Test Health Department Approval 6. Water; MH Test 11. 7. Water and Sewer Connected 12. Enclosure; Fencing -Alarms 8. Gas and Electricity Tagged Date 9. Exits Date 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and -Lighting, Distance-GFI .5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK o = NoI RESIDENTIAL (Single & Duplex) - = Not Applicable . = Not Ready Date ; UNDERFLOOR (Plans) OK except #'s i�—Ftg,-Main, Soils-Elec. Grnd.-/ /' Ftg. Depth tg. arage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth orches & Decks; Soils -Steel-/ /" Ftq. Depth 6& -'Hold Downs and Special Anchors 7. Slab eel -Wrapped 5G4 -Fireplace Ft .-Steel , f Fitting -Test -2 Way C/O -Sewer Test / 40—'UFAs, Pipe; Size Anchors -Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test 12. EI is Underground nums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation DDat { I Card B-13/ Date j/o2K(f? Card B-izw Date Card B-1 Date Card B-1 Date (Permit) OK except #'s ter Htr.; Vent -Access -Combustion Air Baffle . -Wifer Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection �lj L Shower Pan; Test, First Floor -Tub Access T 21. Te YTub & Shower, Second Floor -Tub Access Ve"bas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s -- jWure &Transformer Clearance -Ins. Protection ak'_Elec. Receptacles Spacing -Lights & Switches at Doors 2 . i Boxes & No. of Conductors Stapled R2nfex Installed Close to Edge of Studs & C.J. E Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 3 e ice -Riser Conductors & Ground Main Disconnect ui . Clearances Panels-Motors-Mech. Equip. 3 othes Closet Light -Shower Light -Spa Light oke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 40"A.C. Duets Insulation & Support enj,6An, Exhaust above insulation . o sate Drain & Overflow, Size & Grade Furr -e_nt Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMIN�i-(Permit) OK except #'s ill per Materials & Anchors Wal uds-Nailing Spacing & Braces -Plates -Sound ear' ails over Girders & Floor Nailing ra o in Walls (rat proof) tops, Furred Ceilings -Stairs -Chasers -Tubs ,r 4 . Headers & Beams -Size & Bearing Date r, a8'_Pkr1g. Jyst-Rftr. Ties- Purl in- Roll Brac.-Truss-Shting.-Rtng. F' -e Ties or Type A Flue -Fireplace Throat Clearance c Access;.Size & Romex Protection -Draft Stop -Ins. Baffles Bdrendows or Exiting Doors -Sill Ht. &Dimensions ar re•Protection Framing -RC Channel ro Line Firewall & Openings A4 -'5x ors -One 3' -Check Garage 3rd Story, 2 Exits Stidth-Headroom -Rise Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers ding -Nailing Veneer tjW8 !_q= -o Mesh -Drip Screed -Fd. Vents-Underflr. Access Wall Panels 63. Infiltration- IIs -Windows Date „ �f Q Card B Date Card B-1 Dam T� Date Card B-1 Date FINA)t(Plans) OK except #'s E,xt. Steps -Door & Sidelight Protection -Landings 0 Smoke Detector -B& Furnace Vents -clearance -Comb, Air-Connector- loarage; Above Floor-Ducts-Mech. Protection Broom Exiting Q.F.I. & Bath Fixtures & Tub Access -Spa E c. Trim & Subpanel, Breaker Sizes & Labels ZO tairs & Rails 7 Fireplace or Stove, Clearance -Hearth _72- Elec. Outlets at Wood Panel, Int. & Ext. ,it. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Ems. Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure -76- !,E. Duct in Garage -Damper j7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i 'Gaya e; Above Floor-Mech. Protection Pib.; Elec. & Mech. Equip. Listed for Location AKPec. Receptacles in Garage (F.F.I.)-Romex Protection lation-Foam-Looked in Attic t Guard Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth 9_Clearance Looked under Floor ❑ Yes a2'. Following InNo/Walks O Yes O No/Planters D Yes O No 84. Stycco %Kn- Finish k5/ .C. Unit Disconnect, Electrical -Plumbing $6. a is bove Roof, Plbg-Appliance-Fireplace-Clearance to Openings W er Well, Disconnect, Electrical, Plumbing ALExterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House gDe*lglass Protection 1. orrections from Previous Inspections as Test -Meters Tagged, Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval p nergy Compliance Certificate -Other Certificates 4*, Address Posted .8e Fire Sprinkler Dafl Card B-1 ( . Date Card B-1 Date Card B-1 Date Card B-1 Date- Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION w,,Av* 7 County Center Drive • Oroville, California 95965 •, Telephone (530) 538-7541 �� � %V. (Rev.12/96) APPLICATION AND PERMIT G ASS ESSOR PARCEL AIMS& 011-5W-01 ZONING FR -.5 BUILDING PERMIT OWNER ' RAMOS JUDY TELEPHONE W314-0-374 SQ. FT. OCC. BUILDING VALUATION 3597 R 194. 38 OWNER'S MAILING ADDRESS P.O.BOX 780, affCO2, CA 95927 675 U 121� .00 ' CONTRACTOR'S �NAME ER OWNER TELEPHONE 66 858, .� CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1500.00 LENDER'S MAILING ADDRESS Total Valuation $ 208.746.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1021.90 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 663.65 BUILDINGADDRES �� CRUMTIR RD, T ! Energy Plan Checking Fee $ .00 , PERMIT FEE S 1727. LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing,FeeAO. USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 1 00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 C I Building sewer 15.00 Mobile Home I S I G I w F 920.00 PERMIT FEE S 4 ELECTRICAL PERMIT Filing Fee 20.00 600"OR LESS Main Service 2I.A OR LESS 23.00 M LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with,Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPPARATUS License Class Lic. No. OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ' I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO +IIIA 46. NEW CONST. ( DWELLING OCCUP. W:L OR ADDNS. DW: ACC. BUDS. so 3.sQF°: 149.5E =,Co,D' MOLT 0,O Tf, @7.50 6 SINGLER AOUfLEr CIR. Ex. Occu OUTLET OR FIXTURES 20 @1 BAL o .50 Ex. Occup. GFIxuTEI RESp OR.)OEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s 192.52 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 9, 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. � I -) tA. �Lf 1 �� X l /�u- e� Date � Signature` of Applicant;0-,Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. �� MECHANICAL PERMIT Filing Fee 20.00 Heating 2 115.00 30.00 Cooling 2 15.00 30.00 Hood 1 6.50 6.50 Ventilation 5 4.50 22.50 PERMIT FEE $ 109. Mobile Home Installation Fee $ Energy Inspection Fee $46.00 0 c CONST. TYPE TOTAL FEE $ a I HAZ. --- D. FEES IMP v Fib /f COF PARCEL �/ PDQ ✓ ' SSUE This permit is hereby issued under the applicable provisions to do work of the Butte County, 6iche and/or been indicated above for hich fees have been aid. By Date PERMIT EXPIRES ON 2`1,11 / OT Dete ReceiptNo. 5 !► L�4 %� %`i� / 1. �/ ! r f WHITE-D.D.S.-B.D. CANARY -ASSES QR PINK -INSPECTOR GOLDENROD -APPLICANT II COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA * (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE V--\ OWNER PERMIT NO. A routine insp6dtion indicates that the following vio0tions'of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is c om eted. If you have any questions pertaining to this matter, or need additional explanation, PI so contact this office immediately. r r Ld Date Inspector U REV 10/92 COUNTY OF BUTTE -BUILDING DIVISION. DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA * (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE �0 &15 KI -p- I -A 47 OWNER PERIVi—IT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any_4estions.p4��rtaining to this matter, or need additional explanation, please contact this office imnie'diately.. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE -PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on Pasaes 1 - 7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3067-0077 I Expires July 31, 200? For Insurance Company Use: r WAy NUrnr�'r t �. ,41+r\o S . - BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number CITY STATE ZIP CODE e CA- y -5- 9z PR /PIER DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) l)VILVII\L7 VJC te.9., RCD1UenUE1, IVun-re510entlal, Akaoitlon, Accessory, etc. use comments section it necessary.) - �I%•, G C i %3-A)' i, 4; LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM:SOURCE: L_J GPS (Type): or ##.## tt°) A NAD 1927 I -I NAD 1983 O.USGS Quad Map U Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 0(;,tDiGF37 ` RnS� 1?> 1,4 610. Indicate the source of the Base Flood Elevat on (BFE) data or base flood depth entered in B9. 1_I FIS Profile 1_1 FIRM L_L Community Determined LL(L Other (Describe): 19G-2Aj ISC &jrr+—) fte B11. Indicate the elevation datum used for the BFE in 139: Al NGVD 1929 1_L NAVD 1988 1_1 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes No ' Designation Date- -SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1_1Construction Drawings' 1_1Building Under Construction' Nd�IFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number j2d (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum' 4-1 Conversion/Comments Elevation reference mark used ZL9_te Cd "/2/ S- Does the elevation reference. mark used appear on the FIRM? 1_1 Yes 1,�q' No O a) Top of bottom floor (including basement or enclosure). ii 23 ;! �o ft.(m) o O b) Top of next higher floor ZZ �+_Yft (m),. Q�ptSStp O c) Bottom of lowest horizontal structural member (V zones only) _ ft(m)E- Fy O d) Attached garage (top of slab) -7 ft.(m) $ O e) Lowest elevation of machinery and/or equipment W W rn servicing the building ; +✓ Z7 ,LJ ft.(m) E 10. E 4018 O f) Lowest adjacent grade (LAG) ,; Z� , p ft.(m) 3 EVIre- 12�>I-os O g) Highest adjacent grade (HAG) �2.� 13 ft.(m) . N Cl O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade Q/,! 8 s^ OF OAtgEfl@ O i) Total area of all permanent openings (flood vents) in C3h, /LYX sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation:information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 18 U. S. Code, Section 1001. ' LIVCIYpC 1VurAor- C ID _/9, ks - C� TIT�S{ COMPANY NAME ' C2P)4) f *WL-,g:i42- Z_W6_ij, e-,< 171 i�.2 CcvLU�2L7-1 A) G dy /yG;oei 2 ADOR S Z 1� ITYY ,TATE ZIP CODE DTE , 3�EELLE HONE �4r3 J FFMA Fnrm R1-31 AIJG) qq SFF RFVFRSF SInF FOR CONTINUATION RFPI AC:FS At I PRFVIOIJS FnITIONS. IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insuranoe Company Use: BUILDING STREET ADDRESS (IncludingApt j Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number CITY STATE ZIP CODE Company NAIC Number GA 9s'92 -c-3 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ' S P, /cf C- I N t� C Z �)- 1 1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number-— (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is L1Z1 ft.(m) 1V1D1in.(cm) 1-1 above or 1_kJ below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1J" ft.(m) 1_1(�Jin.(cm) above the highest adjacent grade. E4. For Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_1 Yes 1_1 No 1_1 Unknown. The local official must certify this information in Section G SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION ne property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. A I t ZIP CODE - J 4i C -01 -7- 1 -1 -R)/ -7_ I 1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) ne iocal omclal wno Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,'C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1 ` 1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.1 I A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. 1_1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G7. This permit has been issued for: 11 New Construction J Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m)Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ft.(m)Datum: LOCAL OFFICIAL' TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE Check here if attachments FFMA Form 191-11. AUG AA RFPI AC:FS Al I PRFVIOt1S FDITIONS Sep -23. 2003 13:14PM MEEKS CHICO 0an-20-00 07:236A wbdc g1660528a! l91) P. I P.O2 APA4=W-ff0 Certificate of Conformance Certificate 052736 THIS IS TO. CERTIFY that the glued laminated. timber prdducts identified with a collective mark of Engineered Wood Systems (EWS) were manufactufed in accordance with me applicable standards and associated specifications indicated below'. ANSI Standard A190.1-1992, For Wood Products - Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses RITC 117-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the AAA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verity conformance to industry standards for lumber grade and glueline bond quality. I ^S t S o C ev� ► b�-j .Wil-, ot+ 4)e_� � c i � �, aS ►M S Gam' e 1w t l 4S-i�v►aEQ�--�J. Co��►�t 6 e� -Av- cin k+� c_'(W by �. Thomas G. Williamson Executive Vice President ENOWEERED NOW 5VSrFAfV is • roorao commotion 01 APA — THE ENWNEERED NODO ASSOCIATION 70118ouM Van 8teet - 0.0.)OM 11700 • TACWne, WA984111-0700 TNeOnane: (263) 565-0000 - Far Mrr6w: (?33) US•7265 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE duiffl�mll;jls Mom 77 • •time rl%;T*�-•T Material Brand Name Thidmess ) Thermal (R Value) 2. CEILING Batt or Blw*d Type . -- Brand Name Johns ManWlls Thidmes8 (indws) '3 Themui Resl Mnce (R -Value) "�3$ Loose Fill Type Fl Bnmd Name Johns MamMe Cont uwm min. instdod weIgm sq. , 61S 8,, Mmkmn Thidmess ► S •-5_ incdws. Mwndadur et installed waWd Per squama boot to achieve Thermal Roshbnoe (R Value)7& 3. EXTERIOR WALL Material Batts Tfudaness (mdm) -6-5 4, RAISED FLOOR Mata m lit =lases 1 t*rvW (its) 6.5 5. SLAB FLOOR / PERIM . Material =�lsulation Depth 0whea 6. FOUNDATION WALL Thldawss (iru DECLARATION Brand Name M ns Mamft Thenal Robtanoe (R Values. 1'21G Bram! Name Johm M=ft Thenrsel R (R -Value) '121q ltd Name Th (R•Value) ,7� Brand ResisWm (R-Vafue) �i1-,ir : '?,moi! (T'���rj: t.:; •.. i :.at• r • • ..t V�i j •. .may t��( N1.. t , • 'AW COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ��IT/�• (Rev. 12/96) APPLICATION AND PERMIT (� ASSESSOR PARCELNUMBt3i 011-520-0 ZONING - BUILDING PERMIT OWNER RAMOS TELEPHONE - SO. FT. OCC. BUILDING VALUATION 35 97 R3 194.238-00 OWNER'S MAILING ADDRESS P.O.675 U CONTRACTO�RSS7�NAME � OWN 1\ TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace A 1500.00 LENDERS MAIUNG ADDRESS Total Valuation $ 2Q16 746. 00 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 1021.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 663.65 BUIL I A°RgE �(CENMYTTISED-,$ Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 1727.65 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 94-001 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent .15-00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 1 5-00 Building sewer 15.00 15 oo Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSINGLE License Class Lic. No. DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 14 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thlose provisions. X I Date' Signa a of plica t - Owner ❑ Contractor ❑ Agent An OSHA per it is required for excavations over 5'0" deep an demolition or construction structures over 3 stories in height.A Ln Aft rReceiptNo. Main Service TO 46.00 WEE200A CC NEW CONST. ( DWELLING OCC P. 3.5QF'f. 149.5 NEW CONST. MU�OUTLET NoµgtSlO. @7.50 8 OIJrLET CIR.OWER APPARATUS Ex. Occup. OUTLET OR FIXTUREs BAS @I: oOWNER-BUILDER FIXED APPINS. OR Ex. Occup. S.00 ouTLETs RESID. E0. Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 192.52 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 6 50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46-00 Occ CONST. TYPE TOTAL FEE HAZ. I D. ES IMP O F P 0. ISSUE _ This permit is hereby issued under the of the tte County Code and/or indi to b e for hich fees have ByCA��e�, PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. j� / l�/0Sof Date 2 C� a Date TE-D.D.S.-B.D. CANAR -ASS S R PINK -INSPECTOR GOLD ROD -A PLICANT r x.. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 1 /l PERMIT APPLICATION DATA SHEET �) OWNER: 7�T� / / 1 V ASSESSOR PARCEL NUMBER Proposed Building Use: / V ; � Counter Technician: l/( Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed.ty the preparer of the plans. 2 Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ngineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed 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 �^-� q18—Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ Z- 0 Z_ _ z , 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.) V4. Fees as shown on the attached Schedule of Fees Due Sheet.................................jo�.....� 5 Statement of Intent for Non -heated and A/C Buildings....... Sanitation and plot plan approval from the Environmental Health De art nt in L4 17. City of Chico Plumbing permit ............ ..............................vl J18. California Department of Forestry plan approval C3'paid. Sent. -by: D . .................. ❑ 19. Planning approval for (A) Use: N< (B)Parking: (C) Parc l Check: 02 1� ❑ 2 and Development about ❑Improvements, ❑Drainage ........................... . o ent Permit for driveway from the Public Works Dept. (construction approva;io o c 22. re -Inspection for required................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... 24. Worker's Compensation Carrier and Policy Number ..............:.............................. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization.................................................................... i `27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured 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. It r' ❑ 31. Other: r > When issued Telephone and hold for pickup. r I have been informed of the above Re s and requirementsfor obtaining a building permit. Applicant: Date:%—� L. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by 9' hone, O mail, (E]co`u Contractor, designer, owner, was advised of the above data by hone, ❑ mail, ❑ cy Plans reviewed by: Date: Plans approved by: i Structural reviewed Date: Structural approved by: _ Note transfer by. Date, L _ 3 -Q Yellow: Building, Division Plan Check Letter f _Date: 21, v 2 _Date: Date: Date: - E.H. USE ONLY Plot Plan Attached c- .. , = c Rout Plan Anschad D Sent 8.D. 16 TO: Building Department e -H0� th FROM: Environm ptal I SUBJECT: Sani ation Clearance kj - -!S2& -03 7Ow-ner Location AP# PIan Approved for: Sewage DisposaXI_ Water Supply: Public Private We'll X C I a learance fo?�A dwelling. Other L�� CIP A�: lo f) ( L T P 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7t26tT?;7 CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -.TELEPHONE (530) 538-7541 . !n P—T)/7 , l ICHEDULE OF FEES DUE OWNER (� PROPOSEP BUILDING USE ILyy 4 . UILDING PERMIT FEES 4Balance Due ....................... $ — Additional Fees Due ................. $ — Additional Fees Due .............. $ _ y Revised Plan Checking Fee ..... $� SCHOOL DISTRICT FEES aid at DistrictyOffice) (Available after Plan Check) 3: SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $. 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 9 / $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.#®O( -JDO—V/--� DATE 0— D RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 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. 6100) .r .. .r, ..tar., v .^..ia.x"tiw',i�'.'Fo'�s*.�'.::« •''i.,j_..7 >"'�'. a`. .,, .. 'Yti ;;. ., .. .. ..*.r , BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM .(One form iper Building) School District Obc D 1lz�-,% e A - ;Bu (ding Department No. 't A.P. Number oil — 506 013Jurisdiction: � Glty Property Owner JU_Al . Property Location/Address Subdivision i r Residential Development Commercial/Industrial Building Departs 0 No of Living Mobile Home Units ' Installation New Addition County t � Lot No. r .............................................................................................................. i Sq. Footage 4 Addition/ 'Supplemental to (Group R) Conversion Permit # '(No foundation inspection): ................................................................................................................... r , Sq. Footage y moor rians review�ea oy scnooi uistnct District Identification No. 0 30# (J // U, 51D School District certifies that I''_ (Street Address) (City) IN has complied with the requirements of Resolution No. / representing 5 • I square feet. School District Representative '05� Paid by Check # 1.,7' Remarks: 0 (Including Exterior Roofed Areas) Date 1 (Applicant) ���• 0.37` (Phone Number) (State)) (tip Code) a..57 no. by payment of $ �%r �� �/ %, '5e? AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the data fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As (10/98)dmm f PROJECT PROCESSING RECORD Applicant: L LaA4,—F1-.� Owner: A. P. #: 01 t 5� Zo — 013 Permit Work Description: Date Description of Step or Status AxC-� CA gift C' �� / kh-C,41 October 30, 2002 Judy Ramos P.O. Box 780 Chico, CA 95927 Itepartment of Develo inti S elt'vi s p Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX c Assessor Parcel Number: 011-520-013 Building Permit Number: 02-2610 2 4C7 IG --- 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. , N;STRUCTURAL COMMENTS: 1. Provide the corrected plot plan to the Health Department. Provide correct location of the ]each field and septic tank as approved by the Health Department. 2. When plot plan has been corrected, the old plot plan must be removed from the plans and new plot plan inserted into the plans. (Three sets of plans). The studio, located over the garage, must be provided with an exit directly to the exterior: You must provide an occupancy separation between the staircase and the garage which affords a complete separation. Method used to achieve this separation must be'detailed on the plan. CO't'Provide location of heating and cooling units. If located in.the attic, provide a truss . calculation for the affected trusses. Provide attic access. 41-cX The two small rooms located in the studio'space are considered closets/storage and are included in the permit. Wood burning fireplaces have been banned in Butte County by the office of Air Quality""'. Control with the exception of certain type. Please review the enclosed information and indicate how you will meet the requirements. Plans must indicate specific type of fireplace or wood stove. Flood elevation certificate and the site survey have completely different elevation information. How was elevation of the site determined? Another plot plan indicated an elevation of 525 at the'house, then this area was moved when the new location of the house was shown. Please explain all discrepancies on the three different plot plans submitted. The flood elevation certificate must also be coordinated with the correct information. In addition, the flood elevation certificate is incorrect for tpp.of bottom floor -which in this case is the crawl space under the house, the next highest floor is the first floor of the house. ` 1 of 2 STRUCTURAL COMMENTS: 1, SEE ATTACHED LETTER FROM PLAN REVIEW CONSULTANT, 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. Keith will. answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Keith Long, Architect v Plans Examiner Plan Check Consultant 1 .t Ramos, Judy 02-2610 STRUCTURAL COMMENTS Please specify room names on Drawings Sht. 18; it is very cumbersome to ,,/ correlate shear wall references without same. X• Use the lower R factor in an orthogonal direction containing different lateral resisting systems, per UBC 1630.4.4. This will require use of R=4.5 in lieu of R=5.5 in that direction (calculations p. 15). The Architect shall provide a letter certifying review of Longfellow truss calculations, and that span and loading criteria have been met. 4• Sheet 18 shows a 19' type A Garage shear wall incorrectly extending past the door to the "R. �• Calculation p. 32 indicates 17.75 if of type A shear wall at the Garage Front, Correlate with Drawings Sheet 18. Calculation p. 34 indicates three type A shear walls at the Living Room Front; ' correlate with Drawings Sheet 18 7, The 2' and 2.5' type A shear walls in the M/BR are limited to 7' in height. Whew d is this detailed on the Drawings, .given that the ceiling in this room is 9'7 Kdith Long Plan Review Consultant . ::..:' Y.� , Q-�1 cue.. (�r�.'�ft on1� I�,-t d.•,► •a� ��� ti{I;,kc� it ho rUAN ]REVIEW JRESrUNM FORM In order to expedite the review of your, please complete the following information retuthis form with your re -submittal I this form is not complete, as to all corm items, we will not be able to accept your'Wrn bmittal for review. There must be a valic response to every item requested in our plan correction letter. By others' is not considered a valid response, please indicate yow • response 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 AN OWNERS NAME �uJ0 S DATE: YY 11 I ASSESSORS PARCEL NUMBER PERMIT NUMBER 2o— 19 ZL�d RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM P I RESPONSE BY: LOCATION ON PLANS/CALCS: NO - s�'�- �c.-s�trzn �tz-�C �o t I ►.( 5►�-r 2 COMMENTS: W>✓ o uc:rr 4 COMMENTS:C. nJI�JF_ -f .1s �°STUP10 VO kt �✓ .R.F LVn1 i1 2('A 111. 1 PLAN CHECK ITEM P RESPONSE BY: LOCATION ON PLANS/CALCS. Z CNS) M 17;:,o 4tJ N COMMENTS: 7i Nt'c4D PLAN CHECK REM A RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS:ut,S.�� 1 1;C S 12 t/✓i.-!� Atjyr F 4'. E' r c n--.. COMMENTS:C. nJI�JF_ -f .1s �°STUP10 VO kt �✓ .R.F wA-Y -fli f STA I A- DO d o N _ A4L4'Ko -.lfio r<.- t7oo.A.LAJI PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: }� h 1 1;C S 12 t/✓i.-!� Atjyr F 4'. E' r c n--.. PLAN REVIEW RESPONSE FORM In ordet to expedite the review of your Ift, please complete the following Informad nWretum this form with your re -submittal. U this form is not complete, as to all co items, we will not be able to accept your bmittal for review. There must be a valic reVomt to every item requested in our plan correction letter. By others` is not considered a Valid response, please indicate yow response 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 Wt'tt<1 avviern A#Jh ns.._..... _ OWNERS NAME J -LA DM OS DATE: LOCATION ON PLANS/CALCS: I Zl3/a L ASSESSORS PARCEL NUMBER PERMIT NUMBER b11—�Zc�-0i�� OZ- 210 RESPONSE FOR PLAN CHECK LETTER DATED: l O'� aZ—o -Z PLAN CHECK ITEM # V p5) RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 'rN AIJ LOCATION ON PLANS/CALCS: COMMENTS: I t-J�;f fwr, it� d1A91 r COMMENTS: Y Pi✓ , �V1 L PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 'rN AIJ v, M .17I L '!Lo V 106 AC (L19- re4 0-n V* . r,JC t, L.c t=- I./ j! i'LNj- M ir-- imul PLAN CHECK REM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: Com -7 e,470� COMMENTS: Y Pi✓ , �V1 L o2 PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM N ' RESPONSE BY: LOCATION ONiPLANS/CALCS: 1 COMMENTS: s µr 2 + "Z. PLAN REVIEW RESPONSE FORM Th older to expedite the review of your, please complete the following information return this form with your te-submittal U this form is not complete, as to all co n items, we will not be able to accept your AMbraittal for review. There must be a valic response to every item requested in our plan correction letter. 'By others" is not considered a Valid response, Please indicate yow response to each item and the location where the information can be found on the plawcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER) 10 RESPONSE FOR PLAN CHECK LETTER DATED: O v o PLAN CHECK REM N Ti,�rt-�4.te- �, RESPONSE BY: M�--n-� ?yea 1•�� LOCATION ON PLANS/CALCS: 5 I�-�-e� I'8 COMMENTS: nl 0 L& i PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALC3: COMMENTS: itV �. I/ O THE/Z /G N Z yl fF/ S �• �, /.S/�f� ALC '1 v F e i ► °�� , ` > �ACA 5 t V 64 v PLAN CHECK ITEM A RESPONSE BY: LOCATION ON PLANS/CALC3: tJ COMMENTS: ta_ 1 S 1 N t- L— I t i --;PX r7 .1 'C' r1 L _<.. AA m . (� - ..vin wn v17 rLJ117.1/VAL�ia: IMENT3:AA I If VV. t✓ F.NC�'tF. 'yrs;, cLE v► s -d P l-, • S o�.J4 TN-tG rdrr_.I._lE o N & W-611--- f-�:-tiQliN s A T- Tk 9 , !!r PLAN CHECK ITEM A RESPONSE BY: LOCATION ONiPLANS/CALC3: ;PAI\) COMMENTS: •',1, 14 o N1 A &6— 4&E 4*01--S, Afty PL N REVIEW RESPONSE F RM In order to expedite the review of your pq. please complete the following information return this form with Your � re -sub nullal. I) this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vatic response to every item requested in our plan correction letter. "By others" is not considered a valid response, please indicate your response to each item and the location where the information can be found on the planVicalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME TLA D if R A 1, ^ �� DATE: 1�", ASSESSORS PARCEL PARCEL NUMBER PERMIT NUMBER d�1-52o—Ca�-� 0-z-- 10 RESPONSE FOR PLAN CHECK LETTER DATED: to 6. PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: i-- pAN ),,'D I3 0- I 4HfMIL fArJ wH t r h? r -L0 0 IrL S t4 F 11 F t W41,L ("I A AT 114, L4 J I A)h 2M w A -u. M o C'A�lllr :Aft .4nlu WL W AO;i s 0AJI; S v' ,Aire(Llarl. s lets, P+ PLAN CHECK ITEM OFL10r—RESPONSE BY: LOCATION ON PLANS/CALCS: M A -n. -4e . COMME . 3• �•►� Q - W14 T. I-7 JP1,47,JS vmvre— Vv c PLAN CHECK ITEM tl RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM * RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM 0 RESPONSE BY: LOCATION ONiPLANS/CALCS: COMMENTS: s 4..wE e12-- of a - crepe desei J n A R C H I T E C T U R E A N D P L A' N N I N G Timothy J. Crete - Architect ( C - 24094 ) 2540 Esplanade #12 Chico, CA. 95973 tele (530) 345 - 6676 fax (530) 898 - 0586 www. cretedesien . com e x p e r I e n c e y o u c a n b u I I d o n Date �z l�1oti Project , ZfAJ�AoS t "CAA 01-,:P" 2,r., 10 I have reviewed the truss documentation and It conforms the proper information as set forth In the plans of the abode mentioned project. . .. ��L�ERGEN41f•.. ENTAGEN�. �..�,. ,,:..•..:...;-�:k{:'s..;: . : NATIONALFLOOD RANC2 ROG �T.. 31287-00T1. tNSU ELEVATION CERTfFf LATE � �y af, Boz im ntl Road the Instru - SECTION _• ctleas IRTP8903-1 ea -1 •7. BUIFww7�ADDP= _ PROP 9SAQ�lER g+1FORMATiON � :..... . . BW ander 81dp. No,) OR P. ROUTE ANo IS No. Id BlodtCODE ) Peal umber, 0 AtIq Z'S. . L • ' for - AW . qJO- —'�u OAM Dii83 'iT' souRCs irYP.)• - ..... _ . . USGS Quad Map. Oar,'. ' SECTION 8 •FLOOD tNSURANr;E RATE tldgp �fi• cs�s ta�t� r Bt. NFlP COMMUNITY NMtE 8• {FIRM)1NFORMATiON �GY.I ' � Cada.? d 600 t: BZ. COUNTY . �'.�•• B3. STATE &l 6t�0 gun duly. -- -- --- i i ' � is • A - NUMBER '^ oa FQW INDEX M7 .54 C �I ATE EFFE E OATE 810. kxk:m the allsource a ttre B+Iae co -- ,�' 4 +• wo uai`depth of hood ) uFM WinProiite Flood t3evatbn data or base flood depth arrtered' FIRM Gas 812 the davatbn datum Aad for the BFEC NGr (Describe):1e3��•-r' Q� l,� "'iyA located in a Coatitat Banter Resources �-.1 NAVD 1888 !—I Other (Describe): {..: . System (CBRSj area or Cttterwise Protected Area (OPA)? u Yes .. j No SECilON G • BUIL!?WG E11:YATION WFORMAT]ON (SURVEY REQUIRED) Cl. Butidlnp an •A now EWI Cargkgo will mon Otawfrtgs• jr jg�0 Under Construction' . required when L_jF"Inished Coristrudfon. C2 Diagram Number (wW the mon of the bLttldln0 is complete. . papas 8 and 7. K no diagram dlagrarn most 3lrrJ r to the building for which this certificate is being completed - see C3.Oevat"—Zma Al -A30. AE�q(its the buGdtng. Provide a sketch or photograph.) , I�Brrta � { BM- VE. V1 V30, V (with 13 E), AR, ARIA, ARAE, AR/A1 X130, AR/A)i, AR/AO MG dalun USW for to WE in �n B � buftdtng diagram #W used for ape�fjed � t C2. StaW the datum Used. 0 the dim is dilierant trvm cawltte B. cortver! the datlrin toSecd. D or tt>a BFE Show tfeld measurements end datum cor:version a!��`��spacs pr�ov�iodna/dC�a,,th,,e�C,omment area of �M G, � . Eievatton re%rwx* mark �ct�'7"F- $�b aPPmPdaQa, to docuntient the datum cornrersion: O a) Tap of bottom floor unduaV or enclosure the, elevation nt © ppear on the. FI J No erence marti used,a O b) Top a nW Higher floor fI O c) Batten of krwreg hortcontal structural member O d) Adadwd gwep (top of slab) N zoaea oNy) O a) Lo WSvUUM of MGI and/or equipment - — • R(m) m O f) Lowest adjacbrrt grade (LAG) O L(m) Wo: II 24016 ' 'o O g) HOW adjacent fade (HAG) . ZZ .. � R(m) �r �PN..1�1ro� O h) No. of permart�t Z £S R(m) C`iVt1., O .h Total ane a d panllanent (flood vent) wtthfn 1 R stow Waft �2 openI (flood verft) In C3h (84 ) ' SECflOA! D -SURVEYOR, ENGINEER, OR ARCHITECT CERYIRcATION .Trig MOCOtton Is to be signed and sealed by a land I � that the krtbmetlon kr Sys• en6lr�aef. or architect authorized by law to Certtty elevation information. A. 8. and C on aria cartllk�te re I understand that any false statement may Dresenfs my best effons to Interprst the data-avallabie. M—M 12e.s .. MIMS&& bV rbfa nr -_ , _ .. - M • WW um stags of vu Flhvadon "VE/ryJr. �...;.� ;: ,..::.. ... . ^ t".hBCIC t1At@µ8n8f�1n18At$ ' . SECTION E • BUiLDWO ELEVATION INFOR>tiIIATION (SURVEY NOT REQUIRED) trOR ZONE AO and ZONE A (W;THOuT BFE) .For AO . �6r WW N or . s• �pws �ertts E1 Ituot�lt :E3#.. I f E7atia�ar� Ce Wcate �s k0rdad for use as suppwf�r�p .. Et. Bundtnp pram NairitbsSoc�ton Cmwt ba carr�tetf .:. •- • > :;.:; ..: • .: . '' (SQW. vWbuQftdlaOramtfa�tslmpartfsthe :•a�:;.f.:.r.:. _»..:. ::R sao PBM 6 and 7. a no dWgram goose W the for which this cartlRcatd.b.bakV" E2. The top of ahs bottom boor Qr tp. b ar ' �° a Wwtch or PhOWOmph.). ..:. (dvedc arw) tl,. hipiwst acljaciK t# sncbsu+f�) oaths buildinO b L _lit E(m) or; below`' . ., ©• � AO only: If no flood depth nw;b b available, b'the fop of the bottom Uw elevated In acoordance x y i?�n teQn "0r t «dlna =? LJl 1_I No u Un MML The kxw ott4clal must certtfy thia infostsatton to 3ecticn Gs Tne--•----�----.�....r..,�,s,�,�++rve��rxrlFiCA710N' '�``.'.;i-. Pity owner or owft,ots atsthottred nPumf be whG completes Seddona A. B• and E for Zone A cW m>, d4%WWW SM or Zona AO must sop hers.PROP . (without a FEMArlssua�.of REPRES ATN6'9 NASA :3" a' `::: •r. B6c SKU R� - Jd t S -G' STATE - O �' ` 2 ¢✓ •. ; OATS OfvE t,;,;: "�i�y�•; :. 1 , 007 rx Can, 13 40n SaC'nai G • COfi MUNRY INFORMAMQN (OPTIONAL') here ff attachments The bcat.ofitcfal who b Udwtmd by law or Ordb ante to adn*gstw the Sa�on3 A B. C (or , and O Ebvatlorf Certificate.. �s floodplain tnatoaOernerd ordlrun= eoinpleta 4 of flits was other a(s) and O below_ M G1, j...J The inddrrti�On (n•Seatlon C �Pt�° d a ' ' ;. � d '.``' ,.; ..: •• • taken from doasr�atl� that has been sl anglrfBer. or and�itact who b aLWwd=d by state or local law to certify elevedon tnformatloA. Ir k a Pulylsynr u Navadon data In the Comme is area below) ( cate.lhe'socuus' iris �ilaie of the:" ... d. /..-j d conxr -u* otfldW confpMW Seddon i`' ,.. 7crm E for a taut boated in Zane A (1Mtt>out a'FElulA.issued or r •~ G3 j _( The bkmbv mon t b command �'�} pfd foroortrr U* foodP�P manaOement purposes. ' ."�•;:' '+ ,: QA P ISSUED G8- DATE CERTtFiC 'M OF COM CE/OCCIJPANCY (P. This perry h—u been bsued tor. �j Now - ISSUED - G& Eleveam of bw" filar uH S improvement - ofthe bull SFE Orlin Zorfs AO) depth of tloodlnOOWL. ding. b: _ R(mpp; : ►':..; at the ••' i.00At.OF s t+IMtE site b: J. R.(m) Dauit;'.Y:.. . .►�t�7.d Ott .�.Y:-.'`.+J.^•�+.,i _•. .�}sl•y�t��li Thi �.(:.'/= I' 'I Check•hene it a achm nts RFPt llf`FC .tit.! : AQF.1/{iy 1R'frrlri7rl►ZQ; October 30, 2002 Judy Ramos P.O. Box 780 Chico, CA 95927 0 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 011-520-013 Building Permit Number: 02-2610 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 the corrected plot plan to the Health Department. Provide correct location of the leach field and septic tank as approved by the Health Department. 2. When plot plan has been corrected, the old plot plan must be removed from the plans and new plot plan inserted into the plans. (Three sets of plans). 3. The studio, located over the garage, must be provided with an exit directly to the exterior. You must provide an occupancy separation between the staircase and the garage which affords a complete separation. Method used to achieve this separation must be detailed on the plan. 4. Provide location of heating and cooling units. If located in the attic, provide a truss calculation for the affected trusses. Provide attic access. 5. The two small rooms located in the studio space are considered closets/storage and are included in the permit. 6. Wood burning fireplaces have been banned in Butte County by the office of Air Quality Control with the exception of certain type. Please review the enclosed information and indicate how you will meet the requirements. Plans must indicate specific type of fireplace or wood stove. 7. Flood elevation certificate and the site survey have completely different elevation information. How was elevation of the site determined? Another plot plan indicated an elevation of 525 at the house, then this area was moved when the new location of the house was shown. Please explain all discrepancies on the three different plot plans submitted. The flood elevation certificate must also be coordinated with the correct information. In addition, the flood elevation certificate is incorrect for top of bottom floor -which in this case is the crawl space under the house, the next highest floor is the first floor of the house. 1 of 2 STRUCTURAL COMMENTS: 1. SEE ATTACHED LETTER FROM PLAN REVIEW CONSULTANT. 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. Keith will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Keith Long, Architect Plans Examiner Plan Check Consultant 2 of 2 AI • • . Ramos, Judy 02-2610 STRUCTURAL COMMENTS 1. Please specify room names on Drawings Sht. 18; it is very cumbersome to correlate shear wall references without same. 2. Use the lower R factor in an orthogonal direction containing different lateral resisting systems, per UBC 1630.4.4. This will require use of R=4.5 in lieu of R=5.5 in that direction (calculations p. 15). 3. The Architect shall provide a letter certifying review of Longfellow truss calculations, and that span and loading criteria have been met. 4. Sheet 18 shows a 19' type A Garage shear wall incorrectly extending past the door to the M/BR. 5. Calculation p. 32 indicates 17.751f of type A shear wall at the Garage Front. Correlate with Drawings Sheet 18. 6. Calculation p. 34 indicates three type A shear walls at the Living Room Front; correlate with Drawings Sheet 18. 7. The 2' and 2.5' type A shear walls in the M/BR are limited to 7' in height. Where is this detailed on the Drawings, given that the ceiling in this room is 9'? 1� Keith Long Plan Review Consultant �,(-1(FTpc�( c.(�t.. (�ts�.'pi'c.��1� Incs� a-•� �1•a• ���•-r rE4.�-c'.� �.J' ha l.� �. � I„ �; t c J, r � �r4,• H v � (-��. c4. �` -c l � 2—+r+� ,.: 0 Lj ,RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, D UTLEX AND MISCELLANEOUS ONLY Owner: WQ&Y7 d'J/ Building Permit Number: Plans Examiner: Martha Christy A. P. Number: 0l'/ — S7o GENERAL: XZoning requirements — (number of permitted living units). �"� ' Plans signed by the designer. 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. �/ � �Z �YJ 4. Grading, fills and/or drainage.t J Flood hazard. 6. Special conditions on P el 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.) FLOOR PLAN: 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). 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". r00172 dor 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). 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). 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). 10. uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in 71 room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). l 1. fiarage firewall separation.- required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). . Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 3 ood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). I Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 ` G�� id�-j . 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). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 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. r3. requiring balloon framing and/or engineering. �1! Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil — special foundation design required. 14. Retaining walls requiring design. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. SCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 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). 0. ttic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. �18. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. w Page 2 of 2 October 22, 2002 Judy Ramos P.O. Box 780 Chico, CA 95927 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 011-520-013 Building Permit Number: 02-2610 Thank you for submitting the plans for your building project. The plans cannot be reviewed until the following information is received. 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. Minimum setback requirement per State Responsibility Area for Fire Protection is 30 feet. Please provide three new plot plans which indicate that the structure is no closer than 30 feet to the side property line. You will need a new approval from the Health Department for new location of the house. 2. On September 19, 2002, the date you made application for this project, it was indicated on your Data Sheet that a flood elevation certificate would be required before a plan check could be done. Please provide two stamped and wet -signed copies of your flood certificate. Plan check will be done when new plot plans and flood certificate are received. 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. 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. Martha Christy Plans Examiner Timothy J. Crete 1 of 1 i Ramos, Judy 02-2610.01 12/17/02 STRUCTURAL COMMENTS Approved. Keith Long Plan Review Consultant Page: 20 aD DANIEL J. DOBBIE Professional Engineer Job No: 2013 20 Mayfair Drive Date: December 2002 Chico, CA 95973-0707 Ramos Residence Phone/Fax (530) 345-4743 Revision Date: December 3, 2002 SW AT BDRM 3, STG, & STUDIO RIGHT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR TO WALL LINE DATA: V=8.4*(532+576)/2408/2 + 15.68"(540)/2787/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.45 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 30.00 FT TOT WIDTH = 30.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.115 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 30 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 3.45 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.246 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 27.6 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 110.7 KIP FT NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 7.38 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. Q�OFESS/p\ CIV1� NO OT USE: 6 USE: 24 USE: 28 ._1"I, DANIEL J. DOBBIE Page: 22 ' D Professional Engineer Job No: 2013 20 Mayfair Drive Date: December 2002 Chico, CA 95973-0707 Ramos Residemce Phone/Fax (530) 345-4743 Revision Date: December 4, 2002 SHEAR WALL AT STUDIO STAIR BACK WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.4 * (532+312+576)/1908 / 2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.20 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 13.00 FT TOT WIDTH = 13.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.246 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 13 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 3.20 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.092 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 25.6 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 7.8 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 17.8 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.57 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.37 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 J 042028 � ��� I Ib civic- ���' OF CAL�O/ PROJECT SCOPE: Page: 1 Job No: 2013 Date: Apol2002 Ramos Residence PROVIDE ENGINEERING FOR A TWO-STORY WOOD -FRAMED HOUSE. ROOF TRUSS DESIGN WILL BE PROVIDED BY THE TRUSS SUPPLIER. DESIGN ROOF AND FLOOR SUPPORT BEAMS, POSTS, AND FOOTINGS. DESIGN THE FLOOR JOISTS. PERFORM A SEISMIC / WIND ANALYSIS AND DESIGN THE ROOF AND FLOOR DIAPHRAGMS AND CHORDS. DESIGN THE SHEAR WALLS AND CHECK FOR NET OVERTURNING. DESIGN DATA: UNIFORM BUILDING CODE SEISMIC ZONE WIND SPEED WIND EXPOSURE CONCRETE COMPRESSIVE STRENGTH (fc) REINFORCING STEEL YIELD STRENGTH (fy) STRUCTURAL STEEL GRADE: SHAPES AND PLATE PIPE TUBE GLUE -LAMINATED BEAM COMBINATION SYMBOL: SIMPLE SPAN BEAMS CONTINUOUS AND CANTILEVERED BEAMS WOOD FRAMING SPECIES GRADING AGENCY ALLOWABLE SOIL BEARING PRESSURE ROOF LOADING (SLOPE 9:12) COMP. ROOFING 2.5 PSF SHEATHING 1.7 PSF FRAMING 4.5 PSF 5/8" GYP BD CLG 2.8 PSF INSULATION 0.7 PSF MECH/ELEC/MISC 1.8 PSF DL = 14.0 PSF LL = 16.0 PSF 1997 EDITION ZONE 3 75 MPH EXPOSURE B 2500 PSI 60 KSI A572 GRD 50 A53 GRD. B A500 GRD. B (46KS1) 24F -V4 24F -V8 DOUGLAS FIR LARCH WWPA 1000 PSF FLOOR LOADING SHEATHING 2.5 PSF FLOOR JOISTS 4.0 PSF 5/8" GYP BD CLG 2.8 PSF MECH/ELEC/MISC 1_7 PSF DL = 11.0 PSF LL = 40.0 PSF P aD DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 TYPICAL ROOF HEADER DESIGN DATA: Page: 2 Job No: 2013 Date: April 2002 Ramos Residence MAX SPAN LENGTH (L) 4.33 FT TRIBUTARY WIDTH (W) 11 FT TRIBUTARY AREA (Atrib) 48 SQ FT LIVE LOAD (LL) 16 PSF DEAD LOAD (DL) 14 PSF TOTAL LOAD (TL) 30 PSF BEAM (wb) 0.035 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 0 KIPS LOCATION Pconc FROM LEFT SUPPORT (>U2) 0 FT UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.189 KLF UNIFORM LIVE LOAD (wll) 0.176 KLF TOTAL UNIFORM LOAD (wtl) 0.365 KLF CONCENTRATED LOAD MIDSPAN (Pros) 0 KIPS RESULTS: RIGHT REACTION (Rr) 0.79 KIPS LEFT REACTION (RI) 0.79 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 2.17 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 0.00 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 0.86 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 0.00 KIP FT TOTAL BENDING MOMENT (Mtot) 0.86 KIP FT TRIAL SIZE: 6 x 8 #1 BEAM DEPTH (d) 7.5 IN BEAM WIDTH (b) 5.5 IN MOMENT OF INERTIA (1) 193.3 IN^4 ALLOWBLE BENDING STRESS (Fb) 1.350 KSI RESISTIVE SHEAR BASE VALUE (Vr) 2.33 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 5.8 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 0.56 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 2.91 KIPS VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) . 1.219 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.328 COMPOSITE VOLUME FACTOR (Cv') 1.219 Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Mr') Mr' = Mr * Cd * Cv 8.8 KIP FT UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b^2)^.5 5.2 FACTOR (lu / d) 6.9 EFFECTIVE LENGTH (le) le = 2.06 lu 107 IN FACTOR (KbE) (VISUALLY GRADED) 0.438 FACTOR (FBe) FBe = KbE*E/RB^2 29.708 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Mr") 8.8 KIP FT DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.000 IN DEFLECTION DUE TO wtl (Dwtl) 0.008 IN DEFLECTION DUE TO Pms (Dms) 0.000 IN TOTAL DEFLECTION MIDSPAN (Dt) 0.008 IN DEFLECTION/SPAN RATIO L/ 6262 TYPICAL ROOF HEADER: 6 x 8 #1 OK OK <7 OK 'k :k aD DANIEL J. DOBBIE Page: 3 Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 p Phone/Fax (530) 345-4743 Ramos Residence BEAMS AT ENTRY ROOF SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 11.5 FT TRIBUTARY ROOF WIDTH (Wr) 3 FT ROOF DEAD LOAD (RDL) (ADD 5 PSF SOFF) 19 PSF ROOF LIVE LOAD (RLL) 16 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.057 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.048 KLF UNIFORM BEAM DEAD LOAD (UBDL) 0.025 KLF TOTAL UNIFORM LOAD (TUL) 0.130 KLF RESULTS: MAXIMUM REACTION (Rmax) 0.75 KIPS MAXIMUM BENDING MOMENT (Mmax) 2.1 KIP FT TRIAL SIZE: 6 x 8 #1 BEAM DEPTH (d) 7.5 IN BEAM WIDTH (b) 5.5 IN MOMENT OF INERTIA (1) 193.3 IN^4 MODULUS OF ELASTICITY (E) 1600 KSI RESISTIVE SHEAR BASE VALUE (Vr) 2.33 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 5.8 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 0.67 KIPS FINAL RESISTIVE SHEAR (Ve) Ve = Vr * Cd 2.91 KIPS OK VOLUME FACTORS (Cv) 1.105 NOT APPL Cv = k(12/d)^.1 * (5.125/b)".1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=Mr*Cd' 7.3 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.165 IN DEFLECTION/SPAN RATIO L / 834 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.104 IN NA CAMBER (C) C = Ddl * 1.25 0.130 IN ROOF ENTRY BEAMS: 6x8#1 DANIEL J. DOBBIE Page: 4 aD Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence TYPICAL SECOND FLOOR JOIST SIMPLE SPAN, REPEDITIVE, DL + LL LOAD CONDITIONS DESIGN DATA: JOIST SPAN (L) 20 FT JOIST SPACING (S) 16 IN LIVE LOAD (LL) 40 PSF DEAD LOAD (DL) (INCLUDING WT. OF JOISTS) 11 PSF UNIFORM LIVE LOAD (wll) 0.053 KLF UNIFORM DEAD LOAD (wdl) 0.015 KLF TOTAL UNIFORM LOAD (wtl) 0.068 KLF RESULTS: END REACTION (Rdl) (DL+LL CONDITION) 0.68 KIPS MAXIMUM BENDING MOMENT (DL+LL CONDITION) 3.40 KIP FT MAXIMUM SHEAR (DL+LL CONDITION) 0.60 KIPS JOIST DATA: JOIST DEPTH (d) JOIST RESISTIVE MOMENT (Mr) JOIST RESISTIVE SHEAR (Vr) EI VALUE (EI) DEFLECTION: TOTAL LOAD DEFLECTION SPAN/DEFLECTION RATIO (TL) LIVE LOAD DEFLECTION SPAN/DEFLECTION RATIO (LL) TYPICAL FLOOR JOIST: TRUSJOIST MACMILLAN 14" TJI/PRO 250 14 IN 5.210 KIP FT OK 1.71 KIPS OK 474000 KSI 0.516 IN L/ 465 0.405 IN L/ 593 TRUSJOIST MACMILLAN 14" TJI/PRO 250 @ 16" o.c. rft. aD DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 FLOOR HEADER BEAM AT GARAGE DESIGN DATA: SPAN LENGTH (L) TRIBUTARY ROOF WIDTH (Wr) TRIBUTARY FLOOR WIDTH (Wf) ROOF DEAD LOAD (RDL) ROOF LIVE LOAD (RLL) FLOOR DEAD LOAD (FDL) FLOOR LIVE LOAD (FLL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM FLOOR DEAD LOAD (UFDL) UNIFORM FLOOR LIVE LOAD (UFLL) UNIFORM WALL DEAD LOAD (UWDL) TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) TRIAL SIZE: 5 1/4" x 14" MICROLLAM 1.9E BEAM DEPTH (d) BEAM WIDTH (b) MOMENT OF INERTIA (1) MODULUS OF ELASTICITY (E) ALLOWABLE BENDING (Fb) RESISTIVE SHEAR BASE VALUE (Vr) RESISTIVE MOMENT BASE VALUE (Mr) LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) FLOOR LOAD DURATION FACTOR (Cdf) (NORMAL) COMPOSITE LOAD DURATION FACTOR (Cd') MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) FINAL RESISTIVE SHEAR (Vi) Vr' = Vr * Cd VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Me) Mr' = Mr * Cd'* Cv UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = 0e*d/b"2)^.5 FACTOR (lu / d) EFFECTIVE LENGTH (le) le = 1.63 lu + 3 d FACTOR (KbE) (VISUALLY GRADED) FACTOR (FBe) FBe = KbE*E/RB^2 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Mr") DEFLECTION: Page: 5 Job No: 2013 Date: April 2002 Ramos Residence 16.5 FT 10 FT 9 FT 14 PSF 16 PSF 11 PSF 40 PSF 0.140 KLF 0.160 KLF 0.099 KLF 0.360 KLF 0.115 KLF 0.874 KLF 7.21 KIPS 29.7 KIP FT 14 IN 5.25 IN 12001N^4 1900 KSI 2.600 KSI 13.96 KIPS 36.39 KIP FT 1.25 ROOF 1.00 NORMAL 1.086 6.19 KIPS 15.16 KIPS OK 1.006 39.8 KIP FT OK 13.6 14.1 365 IN 0.438 4.492 37.5 KIP FT DEFLECTION DUE TO TUL (Dtul) 0.639 IN DEFLECTION/SPAN RATIO L / 310 DEAD LOAD DEFLECTION (Ddl) DO = Dt * DL/TL 0.259 IN CAMBER (C) C = Ddl * 1.25 0.324 IN FLOOR HEADER AT GARAGE: 5 1/4" x 14" MICROLLAM 1.9E >7 Kil OK NA DANIEL J. DOBBIE Page: 6 aD Professional Engineer Job NO: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence TYPICAL FLOOR HEADER DESIGN DATA: SPAN LENGTH (L) 3.33 FT TRIBUTARY ROOF WIDTH (Wr) 11 FT TRIBUTARY FLOOR WIDTH (Wf) 10 FT ROOF DEAD LOAD (RDL) 14 PSF ROOF LIVE LOAD (RLL) 16 PSF FLOOR DEAD LOAD (FDL) 11 PSF FLOOR LIVE LOAD (FLL) 40 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.154 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.176 KLF UNIFORM FLOOR DEAD LOAD (UFDL) 0.110 KLF UNIFORM FLOOR LIVE LOAD (UFLL) 0.400 KLF UNIFORM WALL DEAD LOAD (UWDL) 0.115 KLF TOTAL UNIFORM LOAD (TUL) 0.955 KLF RESULTS: MAXIMUM REACTION (Rmax) 1.59 KIPS MAXIMUM BENDING MOMENT (Mmax) 1.3 KIP FT TRIAL SIZE: 6 x 8 #1 BEAM DEPTH (d) 7.5 IN BEAM WIDTH (b) 5.5 IN MOMENT OF INERTIA (1) 193.3 IN^4 MODULUS OF ELASTICITY (E) 1300 KSI ALLOWABLE BENDING (Fb) 1.350 KSI RESISTIVE SHEAR BASE VALUE (Vr) 2.33 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 5.8 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.25 ROOF FLOOR LOAD DURATION FACTOR (Cdo (NORMAL) 1.00 NORMAL COMPOSITE LOAD DURATION FACTOR (Cd') 1.086 MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 0.99 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 2.53 KIPS OK VOLUME FACTORS (Cv) 1.251 Cv = k(12/d)^.1 * (5.125/b)^.1 * (21 /L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Me) Mr' = Mr * Cd'* Cv 7.9 KIP FT OK UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b^2)^.5 4.5 FACTOR (lu / d) 5.3 <7 EFFECTIVE LENGTH (le) le = 2.06 lu 82 IN FACTOR (KbE) (VISUALLY GRADED) 0.438 FACTOR (FBe) FBe = KbE*E/RB^2 27.899 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Me') 7.9 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.011 IN DEFLECTION/SPAN RATIO L/ 3800 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.004 IN NA CAMBER (C) C = Ddl * 1.25 0.005 IN TYPICAL FLOOR HEADER: 6 x 8 #1 aD DANIEL J. DOBBIE Q Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 FLOOR BEAM MAX W SPAN DESIGN DATA: Page: 7 Job No: 2013 Date: April 2002 Ramos Residence MAX SPAN LENGTH (L) 9.5 FT TRIBUTARY WIDTH (W) 10 FT TRIBUTARY AREA (Atrib) 95 SQ FT LIVE LOAD (LL) 40 PSF DEAD LOAD (DL) 11 PSF TOTAL LOAD (TL) 51 PSF BEAM, ROOF, & WALL WEIGHT (wb) 0.445 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 0 KIPS LOCATION Pconc FROM LEFT SUPPORT (>U2) 0 FT UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.555 KLF UNIFORM LIVE LOAD (wll) 0.400 KLF TOTAL UNIFORM LOAD (wtl) 0.955 KLF CONCENTRATED LOAD MIDSPAN (Pms) 0.00 KIPS RESULTS: RIGHT REACTION (Rr) 4.54 KIPS LEFT REACTION (RI) 4.54 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) .4.75 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 0.0 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 10.8 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 0.0 KIP FT TOTAL BENDING MOMENT (Mtot) 10.8 KIP FT TRIAL SIZE: TRUSJOIST MACMILLAN 3 1/2" x 14" MICROLLAM 1.9E BEAM DEPTH (d) 14 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 800 IN^4 RESISTIVE SHEAR BASE VALUE (Vr) 9.31 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 24.26 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.00 NORMAL MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 3.42 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 9.31 KIPS VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 0.96 CONC LOAD NOT AT MIDSPAN (Cvconc) 1.063 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 1.107 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.207 COMPOSITE VOLUME FACTOR (Cv') 1.107 Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Mr') Mr' = Mr * Cd * Cv . 26.9 KIP FT DEFLECTION: Ce " OK DEFLECTION DUE TO Pconc (Dconc) 0.000 IN DEFLECTION DUE TO wtl (Dwtl) 0.109 IN DEFLECTION DUE TO Pms (Dms) 0.000 IN TOTAL DEFLECTION MIDSPAN (Dt) 0.109 IN DEFLECTION/SPAN RATIO L/ 1042 FLOOR BEAM 9' MAX SPAN: TRUSJOIST MACMILLAN 31/2" x 14" MICROLLAM 1.9E / NN DANIEL J. DOBBIE , Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 FLOOR BEAM OVER GARAGE DESIGN DATA: SPAN LENGTH (L) TRIBUTARY WIDTH (W) TRIBUTARY AREA (Atrib) LIVE LOAD REDUCTION (R) LIVE LOAD (LL) DEAD LOAD (DL) (ADD 3PSF GYP) TOTAL LOAD (TL) BEAM, ROOF, & WALL WEIGHT (wb) CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) LOCATION Pconc FROM LEFT SUPPORT (>L/2) UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb UNIFORM LIVE LOAD (wll) (W/ REDUCTION) TOTAL UNIFORM LOAD (wtl) CONCENTRATED LOAD MIDSPAN (Pros) RESULTS: Page: 8 Job No: 2013 Date: April 2002 Ramos Residence 27.5 FT 13 FT 357.5 SQ FT 16.6% 40 PSF 14 PSF 54 PSF 0.485 KLF 0 KIPS 0 FT 0.667 KLF 0.434 KLF 1.101 KLF 0 KIPS RIGHT REACTION (Rr) 15.13 KIPS LEFT REACTION (RI) 15.13 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 13.75 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 0.0 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 104.0 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 0.0 KIP FT TOTAL BENDING MOMENT (Mtot) 104.0 KIP FT TRIAL SIZE: 6 3/4" x 24" GLB (24F -V4) BEAM DEPTH (d) 24 IN BEAM WIDTH (b) 6.75 IN MOMENT OF INERTIA (1) 7776 IN^4 RESISTIVE SHEAR BASE VALUE (Vr) 17.8 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 129.6 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.00 NORMAL MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 12.93 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 17.80 KIPS VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 0.96 CONC LOAD NOT AT MIDSPAN (Cvconc) 0.848 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 0.884 k = 1.09 CONC LOAD MIDSPAN (Cvms) 0.963 COMPOSITE VOLUME FACTOR (Cv') 0.884 Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Mr') Mr' = Mr * Cd * Cv' 114.5 KIP FT DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.000 IN DEFLECTION DUE TO wtl (Dwtl) 1.012 IN DEFLECTION DUE TO Pms (Dms) 0.000 IN TOTAL DEFLECTION MIDSPAN (Dt) 1.012 IN DEFLECTION/SPAN RATIO L / 326 DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.613 IN CAMBER (C) C = Ddl * 1.25 0.767 IN BEAM OVER MAIN GARAGE: 6 3/4" x 24" GLB (24F -V4) CAMBER 5/8" OK OK aD DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345.4743 TYPICAL FIRST FLOOR JOIST SIMPLE SPAN, REPEDITIVE, DL + LL LOAD CONDITIONS DESIGN DATA: JOIST SPAN (L) JOIST SPACING (s) LIVE LOAD (LL) DEAD LOAD (DL) (INCLUDING WT. OF JOISTS) UNIFORM LIVE LOAD (wll) UNIFORM DEAD LOAD (wdl) TOTAL UNIFORM LOAD (wtl) RESULTS: END REACTION (Rdl) (DL+LL CONDITION) MAXIMUM BENDING MOMENT (DL+LL CONDITION) MAXIMUM SHEAR (DL+LL CONDITION) JOIST DATA: JOIST DEPTH (d) JOIST RESISTIVE MOMENT (Mr) JOIST RESISTIVE SHEAR (Vr) MODULUS OF ELASTICITY (E) MOMENT OF INERTIA (1 ) EI VALUE (EI) DEFLECTION: TOTAL LOAD DEFLECTION SPAN/DEFLECTION RATIO (TL) LIVE LOAD DEFLECTION SPAN/DEFLECTION RATIO (LL) L/ L/ Page: 9 Job No: 2013 Date: April 2002 Ramos Residence 6 FT 16 IN 40 PSF 11 PSF 0.053 KLF 0.015 KLF 0.068 KLF 2x6#2 TYPICAL FLOOR JOIST: 2 x 6 #2 @ 16" O.C. 0.20 KIPS 0.31 KIP FT 0.17 KIPS 5.5 IN 0.847 KIP FT 0.523 KIPS 1600 KSI 20.79 IN^4 33264 KSI 0.060 IN 1208 0.047 IN 1540 OK OK DANIEL J. DOBBIE Page: 10 aD Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence TYPICAL FIRST FLOOR GIRDER SIMPLE SPAN, DL + LL LOAD CONDITIONS DESIGN DATA: GIRDER SPAN (L) TRIBUTARY WIDTH (s) LIVE LOAD (LL) DEAD LOAD (DL) (INCLUDING WT. OF JOISTS) UNIFORM LIVE LOAD (wll) UNIFORM DEAD LOAD (wdl) TOTAL UNIFORM LOAD (wtl) RESULTS: END REACTION (Rdl) (DL+LL CONDITION) MAXIMUM BENDING MOMENT (DL+LL CONDITION) MAXIMUM SHEAR (DL+LL CONDITION) GIRDER DATA: GIRDER DEPTH (d) GIRDER RESISTIVE MOMENT (Mr) GIRDER RESISTIVE SHEAR (Vr) MODULUS OF ELASTICITY (E) MOMENT OF INERTIA (1) EI VALUE (EI) DEFLECTION: TOTAL LOAD DEFLECTION SPAN/DEFLECTION RATIO (TL) LIVE LOAD DEFLECTION SPAN/DEFLECTION RATIO (LL) 4x6#1 5.5 FT 72 IN 40 PSF 11 PSF 0.240 KLF 0.066 KLF 0.306 KLF 0.84 KIPS 1.16 KIP FT 0.70 KIPS 5.5 IN 1.91 KIP FT OK 1.22 KIPS OK 1700 KSI 48.52 IN^4 82484 KSI 0.076 IN L/ 864 0.060 IN L/ 1102 TYPICAL FLOOR GIRDER: 4 x 6 #1 aD DANIEL J. DOBBIE Page: 11 Professional Engineer Job NO: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SAWN WOOD POSTS AT FLOOR GIRDERS DESIGN DATA: UNITS 99 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: 1.68 KIPS F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')"2-(Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (1) 2.00 FEET EFFECTIVE LENGTH (le) 24 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 3.5 INCHES le/d RATIO 6.86 4 x 6 POST CROSS SECTIONAL AREA (A) 19.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 10208.3 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.979 KSI ALLOWABLE POST LOAD (Pa) 18.85 KIPS ACTUAL POST LOAD (Pac) 1.68 KIPS NEW POSTS: 4 x 6 #1 FOOTINGS AT FLOOR GIRDERS DESIGN DATA: ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH (fc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: 2.2 KIPS DEAD POINT LOAD (Pdl) 0.36 KIPS LIVE POINT LOAD (PII) 1.32 KIPS TOTAL POINT LOAD (Ptl) 1.68 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 1.68 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 1.30 FT USE SQUARE FOOTING SIZE: 1.50 FT FOOTING DESIGN: REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 0.5 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 2.2 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.221 KSF ULTIMATE MOMENT (Mu) 0.5 KIP FT REINFORCING STEEL RATIO (p) 0.00009 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00012 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.018 IN^2 NO REINF REQUIRED, CONC DISTRIBUTES LOAD IN SHEAR POST FOOTINGS: 1' - 6" SQUARE x 12" THK. DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 12 Job No: 2013 Date: April 2002 Ramos Residence POSTS AT FLOOR BEAM OVER MAIN GARAGE DESIGN DATA: UNITS 99 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: LIVE POINT LOAD (PII) F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')^2-(Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: 4.00 FT UNSUPPORTED LENGTH (1) 8.17 FEET EFFECTIVE LENGTH (le) 98.04 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 5.5 INCHES le/d RATIO 17.83 6 x 6 POST CROSS SECTIONAL AREA (A) 30.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 1510.6 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.812 KSI ALLOWABLE POST LOAD (Pa) 24.55 KIPS ACTUAL POST LOAD (Pac) 15.13 KIPS NEW POSTS: 6 x 6 #1 FOOTING AT POST 8.5 IN DESIGN DATA: 0.9 ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH (fc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: 12.0 KIP FT DEAD POINT LOAD (Pdl) 5.88 KIPS LIVE POINT LOAD (PII) 9.25 KIPS TOTAL POINT LOAD (Ptl) 15.13 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 15.13 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 3.89 FT USE SQUARE FOOTING SIZE: 4.00 FT FOOTING DESIGN: REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 8.2 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 15.7 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.497 KSF ULTIMATE MOMENT (Mu) 12.0 KIP FT REINFORCING STEEL RATIO (p) 0.00078 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00103 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.422 IN^2 USE: 4 - #4 EACH WAY As = 0.80 IN^2 POST FOOTING: 4' - 0" SQUARE x 12" THK. W/ 4 - #4 EA WAY aDDANIEL J. DOBBIE Page: 13 Q Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence POSTS AT FLOOR HEADER BEAM AT GARAGE DESIGN DATA: I UNITS 99 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: 4.29 KIPS F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')^2-(Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (1) 8.00 FEET EFFECTIVE LENGTH (le) 96 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 3.5 INCHES le/d RATIO 27.43 4 x 6 POST CROSS SECTIONAL AREA (A) 19.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fre) 638.0 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.523 KSI ALLOWABLE POST LOAD (Pa) 10.07 KIPS ACTUAL POST LOAD (Pac) 7.21 KIPS NEW POSTS: 4 x 6 #1 FOOTING AT POST DESIGN DATA: 8.5 IN ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH (fc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: 1.265 KSF DEAD POINT LOAD (Pdl) 2.92 KIPS LIVE POINT LOAD (PII) 4.29 KIPS TOTAL POINT LOAD (Ptl) 7.21 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 7.21 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 2.69 FT USE SQUARE FOOTING SIZE: 3.00 FT FOOTING DESIGN: REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 4.1 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 7.3 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.265 KSF ULTIMATE MOMENT (Mu) 4.3 KIP FT REINFORCING STEEL RATIO (p) 0.00037 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00049 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.150 IN^2 USE: 3 - #4 EACH WAY As = 0.60 IN^2 POST FOOTING: 3'- 0" SQUARE x 12" THK. W/ 3 - #4 EA WAY DANIEL J. DOBBIE Page: 14 aD Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence POSTS AT BEAMS AT ENTRY ROOF DESIGN DATA: UNITS 99 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')"2-(Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (1) 9.50 FEET EFFECTIVE LENGTH (le) 114 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 3.5 INCHES le/d RATIO 32.57 4 x 6 POST CROSS SECTIONAL AREA (A) 19.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 452.4 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.399 KSI ALLOWABLE POST LOAD (Pa) 7.69 KIPS ACTUAL POST LOAD (Pac) 0.75 KIPS NEW POSTS: 4 x 6 #1 FOOTING AT POST DESIGN DATA: ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH (f c) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: DEAD POINT LOAD (Pdl) 0.47 KIPS LIVE POINT LOAD (PII) 0.28 KIPS TOTAL POINT LOAD (Ptl) 0.75 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 0.75 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 0.87 FT USE SQUARE FOOTING SIZE: 2.00 FT FOOTING DESIGN: REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 0.7 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 0.5 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 0.284 KSF ULTIMATE MOMENT (Mu) 0.3 KIP FT REINFORCING STEEL RATIO (p) 0.00004 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00005 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.010 IN^2 USE: 2 - #4 EACH WAY As = 0.40 IN"2 POST FOOTING: 2'- 0" SQUARE x 12" THK. W /2 - #4 EA WAY DANIEL J. DOBBIE Page: 15 aD Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SEISMIC ANALYSIS SEISMIC FACTOR: V = (3.0 * Ca / R) W SIMPLIFIED DESIGN SEISMIC ZONE: ZONE 3 NEAR SOURCE FACTOR (Na): NOT APPL 1.0 SEISMIC SOURCE TYPE (A, B, OR C): NOT APPL TYPE A CLOSEST DISTANCE SEISMIC SOURCE NOT APPL 2 KM SOIL PROFILE TYPE (S): TYPE SD SEISMIC COEFFICIENT (Ca): 0.36 OVERSTRENGTH COEFFICIENT (R) 5.5 LT FRAMED FINAL SEISMIC FACTOR ( 3.0 * Ca / R) = 0.1964 x W BUILDING MASS (W): HIGH ROOF: 1908 *.014 = 26.7 KIPS LOW ROOF: 960 *.014 = 13.5 KIPS STONE VENEER: .025 * 220 = 5.5 KIPS SECOND FLOOR: .051 * 1827 = 93.2 KIPS INT WALLS: .008 * 8.67 * 140 = 9.7 KIPS EXT WALLS: .014 * 18 *.75 * 61 * 2 = 23.1 KIPS TOTAL 171.7 KIPS SEISMIC LOAD (Vs): 33.72 KIPS SEISMIC LOAD FOR ALLOWABLE WORKING STRESS: 24.08 KIPS REDUNDANCY FCTOR (p): = 2 - 20 / (rmax * Ab^0.5) 0.32 <1 USE: 1 TYPE OF SHEAR ELEMENTS SHEARWALLS LENGTH OF HIGHEST STRESSED SHEARWALL (Lsw) 10.5 FT LOAD TO HIGHEST STRESSED SHEARWALL (Vsw) 8.43 KIPS TOTAL BASE SEISMIC SHEAR (Vs) 33.72 KIPS FACTOR (rmax) = Vsw / Vs * 10 / Lsw 0.24 GROUND FLOOR AREA (Ab) 2506 FT^2 AMPLIFICATION FACTOR (omega) 2.8 WIND ANALYSIS WIND PRESSURE (P): P = Ce * Cq * qs * Iw WIND EXPOSURE: B EXPOSURE WIND SPEED: 75 MPH MAXIMUM HEIGHT OF STRUCTURE (H): 29 FT COMBINED HEIGHT, EXPOSURE, AND GUST FACTOR (Ce): ELEV OF WIND EXPOSURE HEIGHT N Ce = (h Ce) ABOVE GRADE (FT) 40'- 60' hl = 0 0.84 0.00 30'- 40' hl = 0 0.84 0.00 25'- 30' h2 = 4 0.76 3.04 20'- 25' h3 = 5 0.72 3.60 15'- 20' h4 = 5 0.67 3.35 0'- 15' h5 = 15 0.62 9.30 TOTAL h'= 29 TOTAL (hCe') = 19.29 FINAL FACTOR (Ce'): Ce' _ (h Ce') / h' 0.665 PRESSURE COEFFICIENT (Cq) (METHOD 2): 1.3 WIND STAGNATION PRESSURE (qs): 15 PSF WIND IMPORTANCE FACTOR (Iw): 1.00 FINAL WIND PRESSURE (P): 12.97 PSF AREA OF WIND LOADING: BUILDING WIDTH (Wb) (AT GROUND LEVEL): 61 FT ELEVATION OF LOWEST DIAPHRAGM (Hd): FT AREA OF EXPOSURE (Ae): 1614 FT ADJUSTED AREA (Ae') (1/2 OF IST LVL TO GRND): 1340 SQ FT ADJUSTED PRESSURE LOADING DIAPHRAGM (P') 13.13 PSF WIND LOADING (Vw): SEISMIC GOVERNS 17.59 KIPS aD DANIEL J. DOBBIE Page: 16 Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR DISTRIBUTION (DIAPHRAGMS & CHORDS) SIESMIC SHEAR DISTRIBUTION, DIAPHRAGM SHEARS, CHORD FORCES DISTRIBUTE SEISMIC LOADS VERTICALLY UDIRECTION) TOTAL SEISMIC LOAD 24.08 KIPS W h - Wh Wh/TWh V HI ROOF 34.4 23 791.2 0.35 8.40 KIPS 2 FLR & LO RF 137.3 10.76 1477.3 0.65 15.68 KIPS TWh = 2268.5 TV =' 24.08 KIPS ROOF DIAPHRAGM: TOTAL LOAD TO SUBDIAPHRAGM (Vr): DIAPHRAGM WIDTH (W): DIAPHRAGM LENGTH (L) MAXIMUM DIAPHRAGM UNIT SHEAR (vmax): ALLOWABLE UNIT SHEAR (va): ROOF DIAPHRAGM: FLOOR DIAPHRAGM: TOTAL LOAD TO SUBDIAPHRAGM (Vfl): DIAPHRAGM WIDTH (W): DIAPHRAGM LENGTH (L) MAXIMUM DIAPHRAGM UNIT SHEAR (vmax): ALLOWABLE UNIT SHEAR (va): FLOOR DIAPHRAGM: ROOF CHORD FORCES): 3.17 KIPS 20 FT 28 FT 0.079 KLF (CASE 3) 0.180 KLF 15/32" APA RATED SHEATHING, UNBLOCKED BOUNDARY & EDGE NAIL = 8d COMMON @ 6" FIELD NAIL = 8d COMMON @ 12" 3.15 KIPS 20 FT 28 FT 0.079 KLF (CASE 3) 0.180 KLF 3/4" APA RATED SHEATHING, UNBLOCKED BOUNDARY & EDGE NAIL = 8d COMMON @ 6" FIELD NAIL = 8d COMMON @ 12" MAXIMUM CHORD FORCE (C=T): C = T = V"U(8"W) FLOOR CHORD FORCES (LOADS APPLIED / DIRI: MAXIMUM CHORD FORCE (C=T): C = T = V"U(8"W) TOP WALL PLATE SPLICE: TOP WALL PLATE CROSS SECTIONAL AREA (1 - 2 x 6) ALLOWABLE TENSION PARALEL TO GRAIN (Ft) LOAD DURATION FACTOR (Cd) SIZE FACTOR (Ct) ADJUSTED ALLOWABLE TENSION (Ft-) MAXIMUM ALLOWABLE CHORD FORCE (Tallow) OK TOP WALL PLATE NAILING: (USE 16d SINKER NAILS) ALLOWABLE LOAD TO 16d SINKER NUMBER REQUIRED TYPICAL TOP PLATE SPLICE: 0.55 KIPS 0.55 KIPS 2-2x6#2 8.25 IN^2 0.575 KSI 1.33 1.3 0.994 KSI 8.2 KIPS 0.099 KIPS 4 NAILS USE: 16 -16d SINKERS 2 - 2 x 6 #2 TOP WALL PLATES 8'- 0" MIN. LAP AT SPLICES W/ 16 -16d SINKER NAILS BETWEEN SPLICES DANIEL J. DOBBIE Page: 17 aD Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT FAMILY LEFT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.4 " 744/1908 / 2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.64 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 5.00 FT P2: 8.00 FT 5.00 FT TOT WIDTH = 10.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.164 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: (P2 SAME) PANEL WIDTH (W): 5 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.82 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO . UNIT DEAD LOAD TO PANEL (w): 0.165 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 6.6 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 2.1 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 4.5 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.72 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.90 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 18 QQ Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT STAIR 1 LEFT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.4 * (744+630)/1908 / 2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.03 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 11.00 FT TOT WIDTH = 11.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.275 KLF ALLOWABLE UNIT SHEAR (va): 0.350 KLF B SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMNON @ 4" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 11 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 3.03 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.232 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 24.2 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 14.0 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 10.2 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.48 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.93 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 5 " o.c. USE: 4 MAXIMUM SPACING AT SIMPSON'A35' CLIP TO BLK'G 21 " o.c. USE: 16 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 22 " o.c. USE: 22 DiDANIEL J. DOBBIE Page: 19 Professional Engineer Job NO: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT STUDIO LEFT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.4 " (532)/1908 / 2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.17 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 5.00 FT TOT WIDTH = 5.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.234 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 5 FT PANEL HEIGHT (H): 8. FT TOTAL SHEAR RESISTED BY PANEL (V): 1.17 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.252 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 9.4 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 3.2 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 6.2 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.50 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.24 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 20 Q Q Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SW AT BDRM 3, STG, & STUDIO RIGHT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR TO WALL LINE DATA: V=8.4*(532+576)/2408/2 + 15.68*(540)/2787/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.45 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 6.00 FT P1: 8.00 FT 7.00 FT P2: 8.00 FT 40.00 FT TOT WIDTH = 53.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.065 KLF ALLOWABLE UNIT SHEAR (va): 0.075 KLF G SHEAR WALL: 1/2" GYPSUM WALLBOARD, BLOCK PANEL EDGES NAIL SPACING = 5d WALLBOARD NAILS @ 4" NAIL OFF AT TOP & BOTTOM PLATES PANEL P1 DATA: PANEL WIDTH (W): 6 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.39 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.246 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 3.1 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 4.4 KIP FT NO OT NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.48 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 21 " o.c. USE: 8 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 96 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 102 " o.c. USE: 72 aD DANIEL J. DOBBIE Page: 21 QQ Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT STUDIO FRONT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.4 " (532)/1908 / 2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.17 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 3.50 FT P2: 8.00 FT 3.50 FT TOT WIDTH = 7.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.167 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (Vi): 3.5 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.59 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.168 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 4.7 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 1.0 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 3.7 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.63 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.04 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 22 Q Q Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT STUDIO STAIR BACK WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.4 " (532+312+576)/1908 / 2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.20 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 17.00 FT TOT WIDTH = 17.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.188 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 17 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 3.20 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.092 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 25.6 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 13.3 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 12.3 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.29 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.72 KIPS ALLOWABLE UPLIFT SIMPSON'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 23 Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT FAMILY FRONT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.4 " (72+638)/1908 / 2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.56 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 3.00 FT P2: 8.00 FT 3.50 FT TOT WIDTH = 6.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.240 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 3 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.72 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.266 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 5.8 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 1.2 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 4.6 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.32 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.52 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 24 Q Q Professional Engineer Job NO: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT FAMILY, BDRMS 2 & 3 BACK WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.4 - (638+608)/1908 / 2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.74 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 3.00 FT P2: 8.00 FT 4.00 FT P3: 8.00 FT 3.00 FT TOT WIDTH = 10.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.274 KLF ALLOWABLE UNIT SHEAR (va): 0.350 KLF B SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 4" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 3 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.82 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.154 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 6.6 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 0.7 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 5.9 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.42 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.96 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 5 " o.c. USE: 4 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 21 " o.c. USE: 16 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 22 " o.c. USE: 22 aD DANIEL J. DOBBIE Page: 25 Q _ Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT LIVING ROOM LEFT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 15.68 - (580)/2787/2 + 1.64 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.27 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 5.00 FT P2: 10.00 FT 5.00 FT TOT WIDTH = 10.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.327 KLF ALLOWABLE UNIT SHEAR (va): 0.350 KLF B SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 4" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 5 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.64 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.174 KLF APPLIED LEFT DOWN LOAD (Pld): 1.72 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) -0.90 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 20.9 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 2.2 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 18.7 KIP FT LEFT DOWN LOAD REACTION (Rd): 5.43 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -3.74 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD5' ON 2 - 2x 4.685 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 5 " o.c. USE: 4 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 21 " o.c. USE: 16 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 22 " o.c. USE: 22 aD DANIEL J. DOBBIE Page: 26 Q Q Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT ENTRY LEFT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 15.68 " (84/2+72)/2787 TOTAL SHEAR COLLECTED TO WALL LINE (V): ' 0.64 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 3.00 FT TOT WIDTH = 3.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.213 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" O.C. PANEL P1 DATA: PANEL WIDTH (W): 3 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.64 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.345 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 6.4 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 1.6 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 4.8 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.65 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.62 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 27 Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT STAIR 1 LEFT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 15.68'' (84+580+558)/2787/2 + 3.03 TOTAL SHEAR COLLECTED TO WALL LINE (V): 6.47 KIPS PANEL SIZES: HEIGHT WIDTH P 1: 10.00 FT 11.00 FT TOT WIDTH = 11.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.588 KLF ALLOWABLE UNIT SHEAR (va): 0.640 KLF D SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d COMMON @ 2", FIELD NAIL @ 12" 4x FRMG AT ABUTTING EDGES, 4x SILL PLATE PANEL P1 DATA: PANEL WIDTH (W): 11 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 6.47 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.250 KLF APPLIED LEFT DOWN LOAD (Pld): 3.49 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) -0.93 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 74.9 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 15.1 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 59.8 KIP FT LEFT DOWN LOAD REACTION (Rd): 10.75 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -5.44 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD6' ON 2 - 2x 5.86 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB28' ANCHOR 10.10 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 4x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.61 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 15 " o.c. USE: 15 aD DANIEL J. DOBBIE Page: 28 Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT GARAGE LEFT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 15.68 * (432)/2787/2 + 1.17 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.39 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 5.00 FT TOT WIDTH = 5.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.478 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF C SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d COMMON @ 3", FIELD NAIL @ 12" 4x FRMG AT ABUTTING EDGES, 2x SILL PLATE PANEL P1 DATA: PANEL WIDTH (W): 5 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.39 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.599 KLF APPLIED LEFT DOWN LOAD (Pld): 2.45 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) -1.24 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 30.1 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 7.5 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 22.6 KIP FT LEFT DOWN LOAD REACTION (Rd): 8.73 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -4.52 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD5' ON 2 - 2x 4.685 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB20' ANCHOR 4.60 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? (50% VALUE) 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 8 " o.c. USE: 8 aD DANIEL J. DOBBIE Page: 29 Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT WI CLOS & MSTR BATH LEFT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V=15.68*(432+558+224)/2787/2 +3.45 TOTAL SHEAR COLLECTED TO WALL LINE (V): 6.87 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 6.50 FT P2: 10.00 FT 11.00 FT TOT WIDTH = 17.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.393 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF C SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d COMMON @ 3", FIELD NAIL @ 12" 4x FRMG AT ABUTTING EDGES, 2x SILL PLATE PANEL P1 DATA: PANEL WIDTH (W): 6.5 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.55 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.140 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 25.5 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 3.0 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 22.6 KIP FT LEFT DOWN LOAD REACTION (Rd): 4.38 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -3.47 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? (50% VALUE) 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 8 " O.C. USE: 8 aD DANIEL J. DOBBIE Page: 30 Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT GARAGE RIGHT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR . SHEAR WALL LINE DATA: V=15.68*(224)/2787/2 + 8.4*(517)/1908/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.77 KIPS PANEL SIZES: HEIGHT WIDTH P1: 13.00 FT 19.00 FT TOT WIDTH = 19.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.093 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 19 FT PANEL HEIGHT (H): 13 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.77 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.238 KLF APPLIED LEFT DOWN LOAD (PId): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 23.0 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 43.0 KIP FT NO OT NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 4.52 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 31 Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT MSTR BATH RIGHT WALL (RF TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR WALL LINE DATA: V=8.4"(429)/1908/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.94 KIPS PANEL SIZES: HEIGHT WIDTH P1: 13.00 FT 6.00 FT TOT WIDTH = 6.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.157 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 6 FT PANEL HEIGHT (H): 13 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.94 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.266 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 12.2 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 4.8 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 7.4 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.83 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.24 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 it O.C. USE: 28 aD DANIEL J. DOBBIE Page: 32 Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT GARAGE FRONT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR. SHEAR WALL LINE DATA: V=15.68"(432+224)/2787/2 + 1.17 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.02 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 17.75 FT TOT WIDTH = 17.75 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.170 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 17.75 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 3.02 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.174 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 30.2 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 27.4 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 2.8 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.25 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.16 KIPS NEGL NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 33 Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 3454743 Ramos Residence SHEAR WALL AT STUDIO STAIR BACK WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR WALL LINE DATA: V= 15.68*(432+224+216)/2787/2 + 3.2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 5.65 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 8.00 FT P2: 10.00 FT 11.50 FT Tor WIDTH = 19.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.290 KLF ALLOWABLE UNIT SHEAR (va): 0.350 KLF B SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 4" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 8 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.32 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.140 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 23.2 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 4.5 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 18.7 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.46 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -2.34 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 22 " o.c. USE: 22 aDIDANIEL J. DOBBIE Page: 34 Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT LIVING ROOM FRONT WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR' SHEAR WALL LINE DATA: V= 15.68"(920+204)/2787/2 + 1.56 TOTAL SHEAR COLLECTED TO WALL LINE (V): 4.72 KIPS PANEL SIZES: HEIGHT WIDTH PI: 10.00 FT 3.00 FT P2: 10.00 FT 3.50 FT P3: 10.00 FT 5.00 FT Tor WIDTH = 11.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.410 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF C SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d COMMON @ 3", FIELD NAIL @ 12" 4x FRMG AT ABUTTING EDGES, 2x SILL PLATE PANEL P1 DATA: PANEL WIDTH (W): 3 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.23 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.750 KLF APPLIED LEFT DOWN LOAD (Pld): 2.20 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) -1.52 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 16.9 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 3.4 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 13.5 KIP FT LEFT DOWN LOAD REACTION (Rd): 7.43 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -4.50 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD5' ON 2 - 2x 4.685 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB20' ANCHOR 4.6 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? (50% VALUE) 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 8 " O.C. USE: 8 aD DANIEL J. DOBBIE Page: 35 Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 3454743 Ramos Residence SW AT LIVING RM, KITCHEN, MSTR BATH BACK WALL (2ND TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR WALL LINE DATA: V= 15.68*(920)/2787/2 + 2.74 TOTAL SHEAR COLLECTED TO WALL LINE (V): 5.33 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 3.00 FT P2: 10.00 FT 7.50 FT TOT WIDTH = 10.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.508 KLF ALLOWABLE UNIT SHEAR (va): 0.640 KLF D SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d COMMON @ 2", FIELD NAIL @ 12" 4x FRMG AT ABUTTING EDGES, 4x SILL PLATE PANEL P1 DATA: PANEL WIDTH (W): 3 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.52 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.650 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) -1.96 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 21.1 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 2.9 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 18.2 KIP FT LEFT DOWN LOAD REACTION (Rd): 6.05 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -6.06 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD8' ON 2 - 2x 6.73 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB28' ANCHOR 10.1 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.61 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 15 " o.c. USE: 15 DANIEL J. DOBBIE Page: 36 aD Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SW AT LIVING RM, KITCHEN, MSTR BATH BACK WALL (2ND TO FND) PANEL P2 SHEAR WALL LINE DATA: V= 15.68"`(920)/2787/2 + 2.74 TOTAL SHEAR COLLECTED TO WALL LINE (V): 5.33 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 3.00 FT P2: 10.00 FT 7.50 FT TOT WIDTH = 10.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.508 KLF ALLOWABLE UNIT SHEAR (va): 0.640 KLF D SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d COMMON @ 2", FIELD NAIL @ 12" 4x FRMG AT ABUTTING EDGES, 4x SILL PLATE PANEL P2 DATA: PANEL WIDTH (W): 7.5 FT PANEL HEIGHT (H): 10 FT TOTAL SHEAR RESISTED BY PANEL (V): 3.81 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.650 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) -1.60 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 50.1 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 18.3 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 31.8 KIP FT LEFT DOWN LOAD REACTION (Rd): 7.51 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -4.24 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD5' ON 2 - 2x 4.69 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB20' ANCHOR 4.6 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.61 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 15 " o.c. USE: 15 z< 'ore DANIEL J. DOBBIE Page: 37 Professional Engineer Job No: 2013 20 Mayfair Drive Date: April 2002 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Ramos Residence SHEAR WALL AT MSTR BDRM BACK WALL (RF TO FND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR WALL LINE DATA: V=8.4''(400/2)/1908 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.88 KIPS PANEL SIZES: HEIGHT WIDTH P1: 7.00 FT 2.00 FT P2: 7.00 FT 2.50 FT Tor WIDTH = 4.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.196 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON@ 12" o.C. PANEL P1 DATA: PANEL WIDTH (W): 2 FT PANEL HEIGHT (H): 7 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.39 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.182 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 2.7 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 0.4 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 2.4 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.55 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.19 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 aD DANIEL J. DOBBIE Page: 38 Professional Engineer Job No: 2013 20 Mayfair Drive Chico, CA 95973-0707 Date: April 2002 Phone/Fax (530) 3454743 Ramos Residence OPENING IN MASTER BEDROOM BACK WALL BLOCK AND STRAP ACROSS CORNERS . DESIGN DATA: LENGTH OF SHEAR WALL: (Lsw) 18.00 FT LENGTH OF OPENING: (Lo) 13.50 FT NET LENGTH OF SHEAR WALL: (Ln) 4.50 FT SHEAR FORCE TO WALL LINE (V) 0.88 KIPS UNIT SHEAR ABOVE & BELOW OPENING (vab) 0.049 KLF UNIT SHEAR AT OPENING (vo) (DEDUCT OPENING) 0.196 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR PANEL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6", FIELD NAIL @ 12" MAXIMUM DRAG FORCE AT CORNERS OF OPENING: AMPLIFICATION FACTOR (omega) 2.8 LOAD DURATION FACTOR (Cd) 1.70 UNAMPLIFIED FORCE AT ONE CORNER (Fc) = vab*Lo/2 0.330 KIPS AMPLIFIED FORCE AT ONE CORNER (Fc') = Fc * omega 0.92 KIPS DRAG CONNECTION: (97 UBC SEC 1630.8.2.1 FOR FACTOR ADJUSTMENT) ALLOWABLE LOAD 'CS16' STRAP (16" LAP) = 1.65*1.7/1.33 2.10 KIPS DRAG CONNECTION: SIMPSON 'CS16' COIL STRAP 16" LAP OVER HEADER & 2x BLK'G BETWEEN STUDS W/ 8d @ 2 1/16" o.c. OVER LENGTH OF STRAP COPY of Document Recorded AND WHEN RECORDED MAIL TO: 12 -Dec -2002 2002-0068334 BUTTE COUNTY BUILDING DIVISION Has not been compared with 7 COUNTY CENTER DRIVE original OROVILLE, CA 95965 BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides,. and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying; pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: �hA,C :.-t" . s ..s11 2 rm C?e;2t ,moi_% $ . G` � - . C- i , c r✓ v t;� �Gt� 1'� P 01 , , �) / 4 �6, _ (..$) 1,5- /& ) 7 c/ 0// --0i 0 --00C) Date/� /�� PROPERTY OWNERS: State of California County of `3Lt f P - On Ue,) V. % 4, 2goZ before me, personally appeared 36CXr n R1 14 . Gni 3-f-4 el !4 K . C personally known to me to be the person(s) whose name(s) iso subscribed to the within instrument and acknowledged to me that he/shedW executed the same in his/her ei authorized capacity(ies), and that by his/her(!!�ignature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS in hand and official eal. Signature Seal: ERIN A. STEPHENS Commission # 1341678 A.P. # Z iNotary Public - Callfomia Santa Cruz WyCornrn.ExpimsLnL.2J0WP+R E.H. USE ONLY Plot Plan Atl&chd —7�. Floor Man Attacheg—'?' j �� Sent to B.D. I 1 38 TO: Building Department FROM: Environmental Health SUBJECT: Sa-hi't-ai-tion Clearance T -f T Ranko-zi- "&Ay-ttle, U 011 -5'20-W Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public — Private Well X Clearance for :3 b dwelling. Other W1 Q,71ck 12dA 12t&--4-41, Ho final for: C-- CA4-+iI. V Final clearance O.K. for: NOTE: 6113101 Environmental Health Specialist Date 8/96 AO Environmental Health MAY 2 3 2001 Chico, California C) vl� V? C-1 05 let- APPROVED Butte Count/ Environmental Health Date Signature -T Fn 11"'15. -:5 -P., tj- Environmental Health MAY 2 3 2001 Chico, Califomia � �� f ��j�3�, j 9 U f p er le've 1 S-76 C., 5 (- - - - sv-\Ow s \Owec 4ACOf ) DANIEL J. DOBBIE Page: 20 Professional Engineer Job NO: 2013 20 Mayfair Drive Date: December 2002 Chico, CA 95973-0707 Ramos Residence Phone/Fax (530) 345-4743 Revision Date: December 3, 2002 SW AT BDRM 3, STG, & STUDIO RIGHT WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR TO WALL LINE DATA: V=8.4*(532+576)/2408/2 + 15.68*(540)/2787/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.45 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 30.00 FT TOT WIDTH = 30.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.115 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 30 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 3.45 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.246 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 27.6 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 110.7 KIP FT NO OT NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 7.38 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR 6 " o.c. USE: 6 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 28 " o.c. USE: 24 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 29 " o.c. USE: 28 DANIEL J. DOBBIE Page: 22 aD Professional Engineer Job No: 2013 20 Mayfair Drive Date: December 2002 Chico, CA 95973-0707 Ramos Residemce Phone/Fax (530) 345-4743 Revision Date: December 4, 2002 SHEAR WALL AT STUDIO STAIR BACK WALL (RF TO 2ND) FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.4 * (532+312+576)/1908 / 2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.20 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 13.00 FT TOT WIDTH = 13.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.246 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 8d COMMON @ 6" o.c. FIELD NAIL = 8d COMMON @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): PANEL HEIGHT (H): TOTAL SHEAR RESISTED BY PANEL (V): DOES WIND OR SEISMIC GOVERN? IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? UNIT DEAD LOAD TO PANEL (w): APPLIED LEFT DOWN LOAD (Pld): APPLIED RIGHT DOWN LOAD (Prd): APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS: OVERTURNING MOMENT (Mo) DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): LEFT DOWN LOAD REACTION (Rd): RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? ALLOWABLE LOAD TO 1.6d SINKER NAIL ALLOWABLE LOAD TO SIMPSON 'A35' CLIP ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 13 FT 8 FT 3.20 KIPS SEISMIC NO 0.092 KLF 0.00 KIPS 0.00 KIPS 0.00 KIPS 25.6 KIP FT 7.8 KIP FT HD REQ'D 17.8 KIP FT 2.57 KIPS -1.37 KIPS 3.61 KIPS OK 4.42 KIPS OK 2x SILL PL 0.099 KIPS 0.45 KIPS 0.48 KIPS 6 " O.C. USE: 6 28 " o.c. USE: 24 29 " o.c. USE: 28 SITE PLAN REVIEW APPLICATION Date: AP# Permit Number (if applicable) 0?-- Z �, I APPLICANT INFORMATION Parcel Size: 8 �) A+ L Owners Name: 3 L>1/ Owners Address: S 9 i—) 0 3 L� '3 CX-, � 80%, N 1 C, O G A 9 S9 2% Telephone No.: P O, 1 Situs Address: C,�� j �12V I Proposed Use: Residential New Single Family Residential F-1SingleFamily Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) IS SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attaend) • Flood Zone: 14 QQ • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention bdivision Map Front p Side Side Street Rear Height Waterway N/A N/A /A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: ❑ Paicel Deemed to be legal Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No. ❑ Yes, Road Name: ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain aMerger ❑ Obtain a Lot Line Adjustment ❑ -Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 J1 Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: �ocl) Book: LC> Page: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a• circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. -Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. &\My Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 i O`VNER-BUILDER VERIFICATION A:tencion Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your siffiUMM e, Please complete and return this information at your earliest opportunity to avoid uooatessatgMW in processing and issuing your building permit. No building permit will be issued t a sis verification is received. QI personally plan to provide the major labor and materials for construction of the. 'proposed property improvement: YES 13 NOA �I HAYEjaZ HAVE NOT (3 signed an application for a building permit for the proposed aro�k. ,. I have contracted with the following person (firm) to provide the proposed eonstruetio®: NAME: ADDRESS: PHONE: COXMkCTOR'S LICENSE NO., Y. I plan to provide portions of this work, but I have hired the following person to cootdinaLe, supervise, and provide the major work: ' NA�titE: ' ADDRESS: CITY: PHONE: CONTR4CTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: OPERTYO DAT AWE: This Owner -Builder Verification is required by Section 19831 and 198.114WA9 California Health and Safety Code. This verification must be eompkftd atd returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORIN ATIOtY tea.- P-oCt--, An application for a building permit has been submitted in your name listing yourself as the builder of proper improvements specified For your protection, you should be aware that as -owner-builder" you are the responsible ptrty of reeoe+d onsach a permit. Building permits are not required to be signed by property, owners unless they are personally parsoctnio� 16eir own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work. with the exception of various trades that you plan to subcontract you ibould be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family. and the worst (including amurials and ocher costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcorcractors. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more spccitic information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the L.S. Small Business Administration). For more specific information about your obligations under Scale Law, ccr,cact the Department of Benefit Payments and the Division of Industrial Accidents. If the strucn:re is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permir, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personalty. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1010 N Street, Sacramento, CA. 958 14. Please complete the "Owner Builder Verification" on the reverse side of this forth so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I4��' ly. C. Vi ira, C.B.O:_ -t, Building Inspection NOTE: Tina 0wner-Bui/der Information is required by Seedon 19810 of the California Health and Safety Cods OVER -58 BUILDING LAND DEVELOPMENT OROVILLE / CHICO ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. j I ME RS N 441Az1 , Pt7vt NUMBER PRINT LAST NAME FIRST n ,� ADDRESS /LOCATION: C U1 e,. /Z A 4141&" 425� L�j&A -4m COUNTY ZONING DESIGNATION: 1FLOOD MAP: FLOOD ZONE: ' APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP _ DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NOLEGAL'ACCESS REQUIRED: -' YES' COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: - MAP INFORMATION: DATE OF RECORDING: 0�2 U LOT_ BOOK I / . PAGE 5 r COMPLIANCE WITH OLDS DIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES - NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW:.-_ A. Constructroad to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. - —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a 10 0 ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. -11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain'approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional Irving unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. =` ° Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. - —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. .. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19.. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements. of the California Clean Air Act of 1988 as amended. — 20. If any cultural resources are encountered during ground disturbing activities, all w&K shall cease in the area' of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures.- 21. easures: 21. 22. 23. 24. 25. 26. AIG I JJJJPS 1iN3Vid0 AiNNnob 8661 8 t d3S a3ni333a LD 6/98 FORMS\BLDG PERMIT CLEARANCE