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HomeMy WebLinkAbout069-370-013) 069-370-013 PERMIT#98-0141 FERLAND, Michael & Rhonda 57 Oakcrest Dr., Oroville Cont: Advanced Energy Const. New Single Family/:�1,0AG,'y60y91y? w.�s _ f� -k aW �, �,R .-+r' fir. �.v IP : ��+e ✓ '4a"� �' �a�`Le�t]�$!n`. �:�-^2Fs"}i: ��[%S. i"i.fA�3f(' < RESIDENTIAL l� I (sem 069-370=013 PERMIT#98-0141 FERLAND, Michael & Rhonda PERMIT NO. 57 Oakcrest Dr., Oroville p� v Cont: Advanced Energy Const. PERMIT EXF New Single Family 3— Z' ' , O OWNER CONTR. ASSESSOR PARCEL LOCATION y/ T u 9, OFFICE COPY Temp. Powe Called P Address Temp. Elec. Calledp( Date_i_� Meter BY ELECTRIC D Meter By -- -- Temp. Gas Service Called PG&E JOB FINALED (Date)��CS Signature.-. '1-7-41w, V=OK O = Not OK •=NotRepaldyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Sails-Sae-DepthSpaang-ConnectDmSteel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 3. Sewer, Locabor�Test-Fall-C/O-Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.4: fg: Bracing 4. Water; Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns-ConnectionsSplice-0ecal-Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -trap; / ft1L / /Nat. or/ /VtL/ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing-VeneerStkicoo-Mesh 10. Roof, Shthg-Roofing Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS(Plans) OK except #'s 3. Gas; MH Test-DemandWalve-Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability i 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting. Distance -GR 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert 7. Elec.; Bonding; Metal w/ -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Ponelboards4ns. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARprBRTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Sails-Sae-DepthSpaang-ConnectDmSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.4: fg: Bracing 5. Alum. Awn.; Columns-ConnectionsSplice-0ecal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing-VeneerStkicoo-Mesh 10. Roof, Shthg-Roofing 11. Ext; Steps -Doors -Landings 12. Braced WaILPanels 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 -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/ -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Ponelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK RESIDENTIAL = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s ZoningSetbacks-Easments-FloodSl ., Main; Soils-Elec. Gmd: Ftg. 9pth Ftg. Garage; Soils-Steel-Elec. Gm Ftg. Depth 4. Fig. Porches & Decks; SoilsSteel-/ /" Ftg. Depth S. Stemwalls, Main; Steel-Blookouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors . tJ<Piers-Fireplace Ftg.Steel Pgo'D.W.V.; Fall -Fitting -Test -2 Way C/O tg O — �/ 10. UF. Gas Pipe; Sime Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-Regulator=Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Materials. 14. Girders -Sills -Anchor Bolts -Joists Vent s 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Dat g C B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Alf W tr.' nt-Access-Combustion Air Baffle ipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 20. Shower tan; Test, First Floor -Tub Access 21. Te & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Dat e:J Card B-1 W Date Card B-1 Date Car B-1 Date Card B-1 Date LECTRICAL (Permit) OK except #'s F' & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors Bqxes & No. of Conductors Stapled ex Installed Close to Edge of Studs & C.J. Equip. Grou e u w/Mech Fastners- d G Water Apghance Circuts in Kitchen & Conductor Size GFI feed Wire Size / / ga. Cu or AI-A.C. Wire Size Range Circ. / / ga Cu or Al -0v n Circ. / / ga Cu or AI In Neutral a Yes 0 No S rvice-Riser Conductors & Ground -Main Disconect Te.Equip. Clearances Panels -Motors -Meeh. Epuip. ,,,, Bies Closet Light -Shower Light -Spa Light A,Agrnoke Detector Date Zf, Card B-1 141:1 Date Card B-1 Date ,�(Q Card B-1 97^ Date Card B-1 Date 24ECHANICAL (Permit) OK except #'s Ducts Insulation & SUDDort iaust above insulation Drain & Overflow, Size & Grade q 3_VFumance-Ve6Kccess-Comb. Air -Return Air Vent 115 outlet Date Card B-1 r Date Card B-1 Date Card B-1 Date Card B-1 NG (Plans) OK except #'s Materials & Anchors Walls ds -Nailing Spacing & Braces -Plates -Sound t_song Walls over Girders & Floor Nailing Stop in Walls (rat proof) 4JOrirehilops, Furred Ceilings -Stairs -Chasers -Tubs & Beams -Size & Bearing (Single & Duplex) Date aVCling. Joist -Stir. Ties -Pullin -roll BraE111?ahtla'f6.-Rfr*e ,44off. Windows or Exiting Doors -Sill Hgt & Garage Fire Protection Framing I'Mall & Openings 3 -Check Garage 3rd Story, 2 Exits on Roof Overhang -Attic Vents -Rafter Outriggers ailing Veneer lesh-Drip Screed -Fd. Vents-Underflr. Access sa(azing Area -Glass Protec Shear Walls; Nailing -Bolts 60. Brace Interior/ Exterior WerPanels 61. InElation-Ws-Ceilings qgAnfiltrabon-Walls-Windows Date $. (� -q Card B-1 Date CW -12-14? Card B-1 ,e/"/ Da!2,10-- rr�g Card B-1 Date -9 e Card B-1 Date F AL (Plans) OK except #'s Steps -Door & Sidelight Protection -Landings Smoke Detector 6vf.mace; Vents -Clearance -Comb, Air-Conector- In G e; Above Floor -Ducts -Meth. Protection m Exiting LP.,0-G.f.1,A Bath Fixtures & Tub Access -Spa 06-S!m & Subpanel, Breaker Sizes & Labels Stairs & Rails ._ Clearance -Hearth � ec. utlets at Wood Panel, Int. & Ext. LZ3-'Cit.�lii . & Appliance; Ground. -Air Gap -Cooking Clearance Fire Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. - In Garage; Above Floor -Meeh. Protection Elec. & Mech. Equip. Listed for Location ec. Rece facies in Garage G.F.I. -Romex Protection nsuW Foam -Looked in Attic ,Oe�.uard rails & Deck Construction -Post Caps 8 n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor nYes / 82. Following Insttd./Drive s O No/Walk/Planters o Yes g�le� 83. Stucco Brown -Finish A.�it Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 8 t ' r Elec. Trim, G.F.I. Receptacle -Underground Qe'vowlation Throught House Glass Protection 90. Corecti us os 91. #a&&rst-Aelirsf Tagged,Gas-Elecuic W2pr & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Date Card B-1 ' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: • COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev.12/96) - APPLICATION AND PERMIT 9!R- 014/ / ASSESSOR PARCEL NUMBER ' 069-37-0-013 ZONING AR -1 BUILDING PERMIT OWNER _ )53 TELEPHONE SO. FT. OCC. BUILDING VALUATION _?661 141,694 OWNER'S MAILING ADDRESS 31,892 CONTRACTOR'S NAME ADIIANCED ENERGY ONST TELEPHONE 877-8282 798 11 13,104 CONTRACTOR'S MAILING ADDRESS 12168 GRANITE RIDGE RD, OROVITLE 99965) CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ' Fireplace 0 Total Valuation $ ARCHR LARRJNVARNER 'TYA89 Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ (540.91 BUILDING ADDRESS Energy Plan Checking Fee $ ? PERMIT FEE $ 1669.qO LOT NO. 13 sUBDNISIOMET TERRACE PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑XDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 15D 7.00109.00 Solar or heat'pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 RA TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ 1i Describe Work: � BEDROOM Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 185.00 ELECTRICAL PERMIT JFilingFeel 20.00 Main Service .R '.S.' 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter wit 9 (commencing h Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 00 Main Service TO IOC 46.00 NEW CONST. DWELLING WEE LING OCCU OR ADONS. ( & Acc. BLDS.P. S 9 71 3.5¢_0O_ NON-RESrIDT ANJCH CIRCUITS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURE 20 Q 1.00 BAL Q .SO Ex. Occup. OUTLETSPREIDOEF' A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 19 T5 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 6.50 Ventilation 2 • 50 9.00 PERMIT FEE $ 75.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisionsThis X _ Date oi� _ Signature of Applicant - O ner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. ill Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE OTAL FEE $ 2170.85 HAZ. HLZ. D.f IMP FL ,°%° CDF PAR L PD , HD ISSUE permit is hereby issued under of the Butte County Code and/or indicated above'�r which have By i PERMIT EXPIRES O the applicable provisions Resolutions to do work been paid. Date -3 - `Oafs ReceiptNo. 3 A315 �, 010 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INS OR GOLDENROD -APPLICANT a ttw'l COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION C)�o7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. ;ev.12/moi/` APPLICATION'AND PERMITPg ASSESSO' PA?CEI�.NUNBg ? A� + / /� ZONING n BUILDING PERMIT OWNER (/O� 7V V,/ !/j J TELEP%N`OTN/E,( �J",G� /7V �D�ate% �^ / SO. FT. OCC. BUILDING VALUATION OWN//LjA/��� DRESS J'O (/ f' C% rO ✓ i ( �� 9, YW/,7 � 961 �' ._ 1,_), Q• 4 COMRACT,OR 7ME C ./� / Tn , CCl J' �a�� LL TELEPHONE,�eg ?Pp. / C U7 (� � /• / D COMRACT/O''R5 MAILING AD•07RE566)) 1l e rW e v; e 'a yG5 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace _ /J3 -S no Total Valuation Is ARCHR CT OR ENGINEER �Irr lVaPAvi6r LICENSE o. C'1 �f Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR EN INEER'S MAILING ADDRESS Plan CheckingFee $ 1/0 BUILDING ADDRESS S-2 Im /�`� L/Q r , Energy Plan Checking Fee $ ��3 L90 v �D !✓ •e- PERMIT FEE $ LOTNO. /`3 SUBDIV NAME RL PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 �© Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 0 Gas piping system t - 5 outlets 15.00 / ^, Building sewer 15.00 oO Mobile Home I S I G W 920.00 PERMIT FEE $ I95.40 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 22ow oa mss 23.00 a LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PowER License Class Lic. No. OWNER -BUILDER DECLARATION I herebyaffirm under anal of perjury that I am exempt from the Convectors License penalty P 1 rY P Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors 1 to construct the project. ❑ 1 am exempt under Sec. , Business and Professions Code for this reason j WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: f ❑ 1 have and will maintain a certificate of consent to self -insure for workers' 1 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 ere: Carrier Main Service 200A TO I000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BIDS. SO 3.5¢FT; r UTLET NON -EW RESIDT 14UXTIO Q7.50 APPAMTUS 8 SINGLE 011RET CIR. Ex. Occup. OUTLET OR FIXTURES SAL@ .w Ex. OCCU FIXEO APPt NS. OR ouru Ts RESID. EA 5.00 Temporary Service 23.00 —� Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ % �}S^ MECHANICAL PERMIT Fling Fee 20.00 Heating %� O Cooling ,j Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ 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. Mobile Home Installation Fee $ Energy Inspection Fee $ J f occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES P _ FLoo COF PMC ro HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date (pate) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ac�� a.g5— COUNTY OF BUTTE DEPARTMENT OF'DEVELOPMENT SERVICES - BUILDING DIVISION - 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMITIAPLIGATION DATA SHEET OWNER: A PY' (� SESSOR PARCEL NUMBER: - Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit p easing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown'on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardo -Material Form. ------------------------------------------------------------------------------------------ ❑ ed Home data and installation instructions including Tie Down Specifications ------------------- sof $ -7. oz ------------------------------------------------------------------------------------- Impact fees as shown on the attached schedule. ---- -------------------- -------------------------- -moi alifornia Department of Forestry plan approv fees. ---o--------------------------- ❑ 13. Flood elevation certificate. -------------------- --- --------------------------------------------------- K4, Sanitation and plot plan approval Health Department. ------------------------------------------- 40k ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 111.7 * --------------------------------------------- ❑17. Planning approval for (A) Use: (B) Parking: -------------------------- Contact Land Development about 2Improvements, ❑ Drainage, lyLegal Parcel. ----------------------- Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on - (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑ . Letter of signature authorization. -------------------------------------------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- i ❑ 3 0. Other: ------- ' Whenyou issue the permit, process as fQlpws ❑ Mail to owner, ❑ ail to co tractor. Telephone S 33 ` 3 g 1 W tand hold for pickup at U i e- office. ❑ Deliver with inspector. o r 6,53A- 93- Aoma Applicant: Da, X4,�;.Z/�te: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: Plan Check List 2. Additional items required: $ - g Contractor, designer,'�as advised of the above required data by ❑ phone,Xmail, ❑ Building Division counter, byff Date: e _ ! 2.5 8 NO\ Contractor,IMRDowner, was advised of the above required data by phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, esi er as advised of the above required data by ❑ phone, �T ❑ Building Division counter, by Date: � 8 Contractor, , own 'sed of the above required data by ❑ phone, , ❑ Building Division counter, by Date: �� Plans review y: Date: ,tag $ Plans approved by: Date - _I Sets of plans on hold inpWlan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance FMAN� M ICs-4-Af7— �&Os�tDA of 7 E.H. USE ONLY Plot Plan Attache Floor Plan Attached Sent to B.D. 370_ a/3 Owner Location AP# Plan Approved forle age 'osal Water Supply: Public Private Well Clearance for --ZD dwe ling. Other HoldfWa orFinal n a O.K. NOT Environmental Health S 8/96 Date COUNTY `OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (9.16) 538-7541 SCHEDULE OF FEES DUE OWNER �lCyl�F/ /ktC�F ` �F`�l(�!!�f A.P. # O(O / PROPOSED BUILDING USE ✓t/C' G(� S ��-� DATE Q REC # DATE REC 1. BUILDING PERMIT FEES] School, t Ct` Balance Due .... $ . CEfL Fte_A-ftXdditional Fees Due ........... $ �6 V tn!/ -- Additional Fees Due ........... $ _. F -- Revised Plan Checking Fee ....... $ . 359�j 2• SCHOOL DISTRICT FEES �/�� �(F !�?Pn%�Cl1^ (paid at District Office) V 3. SHERIFF FEES (paidat uilding Division) Residential ........ x $360.00 = $ , 60 3/66V Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4 "URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ it view noir. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEE_ S $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. ,These fees may be changed during the plan checking process. APPLICANT DATE / Original -Owner Copy -Building Div.' 4, (Rev. 12/96) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM / (One form per Building) School District. r' E IAC JQ I L Building Department No. A.P. Number 04 Q '�' D1, Jurisdiction: Cityly County Property Owner .`AA z A A / T r Property Location/Address �JQ Cr( -1 Subdivision Lot No. Residential Development r`+� No of Living Mobile Home Addition Units Installation Commercial/Industrial Naw Adrfitinn 0 Sq. Footage -15-9 (Group R) Sq. Footage rllluluullllJ. cmullur Roofed Areas) Date (Floor Plans reviewed by School District Personnel) District Identification No. 3 `q j 6�,tyt(le- School District certifies that (Applicant) J c ), J e_ 513 - 3 Q% 1 Wk - (Street Address) (Phone Number) Q dw J l CIA cS 5°t (a �o (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing 315 q square feet. IV by payment of $ 1,., y 6 B 2926 $ ULL MITIGATION $ Date Paid by Check # Remarks: Re 0(. °� • 3 O „ o t 3 5`1 Notice: You may protest the imposition of the fees identified above by submitting a,written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District, Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school, district's schools. White (applicant), Yellow (building department), Pink (school district) }. feeform.xls (2i97)dmm LAND DEVELOPMENT lll/// BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. �� //q/ y>11to W OWNERS roe— Y �/I�I/�( l!/ILIVLNUM BER: lt;'C"" )C / NAME: �C. / LLiL"" PRINT LAST NAME FIRST COUNTY ZONING /� ! I DESIGNATION:- FLOOD ZONE: . FLOOD MAP: ���� APPROVED: CONDITIONALLY APPROVED: V RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP ✓/ DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: 0 DATE OF RECORDING / SS LOT /3 BOOK 21 PAGE 04— — Z - COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES V-' NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. . C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. Z2. Maintain a 2 5 ft.building setback from right-of-way/eenterline of _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. t 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 living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Pliwx bg Diwisiian. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent .foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26 'Ala 111ng iN3lN:10 AiNt100 8661+x0833 a3i1UM LD 7196 C:\WP51 TORMS.K\BLDGPERM.CLR AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDINC DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95%5 COPY of Document Recorded. 05 -Afar -1998 1998-0008268 Has not been compared with original Butte COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this a6knowledgment 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 fcrtiliacrs; and from the pursuit of agricultural operations including, but not limited to cultivation, ploxving, 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, descriW_as follows: Lot 13, as shown on:.that::certain:�map entitled,"Sunset Terrace" which map was filed in the office of the County Recorder of Butte County, State of California, May 11, 1955 in Book 21 of Maps, -at pages 24 and 25. Date: _3ZZZ LM f PROPERTY OWNERS: land State of California ) County of Butte ) On 3/4/98 before me, B.J. Green, Notary Public personally appeared Michael D. Ferland and Rhonda J. Ferland personally known to me (or proved to me on the basis. of satisfacto ence) to be the person(s) who me(s) Is/arc ubscribed to the within instrument d acknowledged to me that he/shOhe executed the same In his/her/theiruthorized capacity(ies), and that by his/her thelr ignature(s) on the Instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the Instrument. WPIWESS my hand and official seal Q.J. GREEN '� _ C0M'tl , 1169x80 l P10TARY PC©LEC•Ciil_I {`RidIA G� Signature-�. ' Seal: Q COUNTY OF BUTTE Comm. Expires Jan. 69- 0 PROJECT PROCESSING RECORD Applicant: ag CAT Owner: A.P. #: 06.7 - 3 70 - Of -3 Permit #: 9g- 01 V Work Description: .3 Ae Date Description of Step or Status .l2 2.98 L £rff2 To oLdNfie - ?-Icl-g8 C.oNrf-AeTd- poll OwyF-A F}f CO L4K7-rg z-�9•�8 c.EFr M£SSAGf- o(4 volcf- /K41L 0 CAZZY IWA"fg. 0-2 -'98 QfcErvf.a I f2ArF- GfTre2 Feen1 L40- f r✓Ar2 .cR A, W Ik"a . rd Coa raer t.,cff vJ 6t ae ows• 2 x-98-98 Mfg- WA4,jE2 / ufm C.Aaa - Scar New urrne- 3-3.9 8 Cc -1 00, Z LE r ff.tZ. z 8 An/,& geu/ 004A✓S 4 j a N G W I f g ty f-*UIHSS E rA i LS !9 6 10 i' awM,4ft-,�' T0 46,4A ?j• Fvc�t 1 1-7 Q 6 Lr=✓V1.3 S 3-3 -19 Lr -I M6r12 4 6F P -r zFi 0 -cot- S 6,(1rr.&j icy L,t�wD -k ,5L jWr., o� 3-q -90 owl 4 ej� A cAdEf- of hg'cg � ScRooL Int Me T EF -r-( Fehno..l Fern , RESIDEWHAL PLAN CHECKM GUIDE � SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: Fie4, 4,/b BUILDINGP ER: 98-O/ y/ PLAN CHECKER: A. P. NUMBER: O(o I - 3 70- 0/3 Jl*'- Zoning requirements: (side yards and number of permitted living units). tY Valuation. Plans signed by designer. +4'- Proper description of work on application. ki'- Existing violations on property. 6. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). 7. Recorded notice of violation. PLOT PLAN- A"' Complete parcel size and dimensions. etb ide yards, easements, etc. 3' Other buildings or structures. e Grading; fills and/or drainagd. Flood hazard. b! 'Special condition's on'creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). , F.A:U. & FAS. roa4,setback._ _ • , . Building or utilities across lot lines (Record form). FLOOR PLAN: l Complete to scale,plan with dimensions. '21' , Required windows for light and ventilation (Section 1203). _ 3t Required windows for,second•exit.(Section 310:4). - - - -Skylights•(Section 240'9'& 2603.7). Ar Glazing in Hazardous Locations (Section 2406). if.' Required room sizes, ceiling heights (Section 310.6). 7!' GF:C.I: in baths,tgarage, kitchen; `wet bar' and'exterior outlets (N.E.C. 210). j yr i 1K Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. W0 Garage firewall, door size and closer (Section 302.4): „ , V. Minimum of one TO" exterior door (Section 1004.6). 1-2. Fireplace and wood stove location, alcoves and clearance. L3' Smoke detectors (Section 310.9.1). 1A. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). ( Standard brac�rr¢ or en 'veered dMign (Section 2326.11.3). ,eY Clerestory requiring balloon framing and/or engineering. .4' Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct -building. Elevations and wall construction details complete enough to construct building. dRoof construction details complete enough to construct building. 7- _ et A' Rafter ties or bearing ridge beam. W. Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. P. Stud heights. 13• Adobe soils - special foundation design. W. Retaining walls requiring design. 116. Special Inspection requirements. W. Header size. K. Sheetrock nailing inspection required? July 1996 3.2 MISCELLANEOUS ITEMS TO A OUT FOR* a! Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Z. Guardrail details (Section 509). Brick or stone veneer (Section 1403). 4' Exterior. plaster - weep screeds (Section 2506). , Proper roof pitch for roof covering (Section 1501). A. Roof covering type - (fire hazard). Foam'insulation - protection. /8. 36' halls and stairways. 9/ Living area over garage - complete 1-hour separation required on garage side including supporting walls and posts: 1.0. Two exits on three - story dwellings (Section 1003). 1)Y Underfloor access and ventilation (Section 2317.7). V. Attic access and ventilation (Section 1505). 14. Combustion air for fuel burning appliances - L.P. G. requirements. l Noise requirements on duplexes. Energy design. 6. Flashing at all exterior openings. lfi C.D.F. responsible area requirements. ✓r � £A�t ^I G 4,r TR u s6 r--e7 i a ' -r Ar Cot f-(zf Po1Q,6 N e (zoo (�E CLAR%f:(C krto .s OF L%NWrO SrRL4crC rZ4(, CALCUL � At I � r�o '� �� Res t} m "' tn�t�rq, (� ' Et-1£tZGy 'bEStGnI Koc Cotgeer' 6Rjjar4r - Nor .oto w d � C £ Y.rt FIcATL o F ►j�l,�T((t� 2ooM Do ES t4 or Con1Qc� wl T If Uge 3 I o. Co, 2 Fog 64dag AREA Awa L w a 31 a , Gv. 3 F�,2 Bct Talsr o�£2 5?44 lG"o• c_ July 1996 3.3 MAR -05-98 THU 09:26 AEC GROUP GROUP ARCHITECTURE ENGINEERING CONSTRUCTION MANAGEMENT Larry J. W.iuner AKCHrrECP A.E.0 916-892-8008 2059 Farm( tile. 6 Chico, CA 95928 Email eiecgroupLaol.com wVww.aecgmup.com March 5, 1998 Fax to: Glenn Gibbons Butte County Building Department Orovi Ile, CA.. 95969 Re: Correction to plans Dear Glenn: 916+892+0393 P.01 My apologies regarding the holdowns at line 4 on the foundation plan. They are to be Type B, as indicated oil the floor plan and shear wall summary. Could you please mark the foundation plan for me at these two holdowns7 This assistance would be much appreciated. Sincer , arty J. Warner, A.I.A F p a��fll8�l•, ,...- • Michael and Rhonda Ferland rAj( 5 33 2565 Oro Ave. Oroville, CA. 95966 Assessor Parcel Number: 069-370-013 Building Permit Number: 98-0141 The above referenced building plans were reviewed by this office. I received the transmittal from Larry Warner dated February 23, 1998. As requested, I have listed the specific areas that are not clear in the Limited Structural Calculations and the building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Previously, HD's were not all shown on the foundation plan. In the plan review letter dated February 24, 1998, I requested clarification of the shear wall summary for line 4. The plans indicate H.D. type Bon the floor plan and H.D. type A was added to the foundation plan. H.D. type B or D is shown on the shear wall summary. Please provide clarification. Is the building designed for the LSTHD8 or the STHD14 or both at this location? Additional items may be discovered upon the review of the building plans by the Building Division engineer. If you wish to discuss any of the above items, I can be reached at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Thursday. Sincerely, 6w_ �` CIG• 1� 1' KC7 V s Glenn Gibbons C.C. Larry Warner rA)( 977- 6 3 4 3 11- ` is A*E+C GROUP ARCHITECTURE ENGINEERING CONSTRUCTION MANAGEMENT Larry J. Warner ARCHITECT A.I.A 916-892-8008 2059 Forest Ste. 6 Chico, CA 95928 Email aecgroup@aol.com www.aecgroup.com February 26, 1998 Glenn Gibbons Building Division/ Department of Development Services 7 County Center Drive Oroville, CA 95965 Re: Plan Check Correction for ARN No 067-030-149 Dear Glenn: The following is a response to the plan check list dated February 24, 1998: 1. LSTHD8 is a Simpson Holdown, as shown on page 21 of the Simpson catalog C-97, copy attached. 2. Please see updated drawings MST 37 is a floor to floor holdown (type C,) and~the LSTHD8 is a foundation holdown (type A). 3.4.5. Line 6 lower floor is 73' length (see foundation plan). All walls, as called out in the plan, call for 3/8",O.S:B nailed at 6" O.C. edge and 12" O.0 field, which complies with the shear, wall summary. Therefore, all lower walls where a type (B-4) 6 shear wall is in compliance without specific call offs.. -We have indicated on the foundation plan all lower floor shear. " ` At line "E", it has come to my attentiori'that the footing will be poured to the floor joist line resulting -in no lower floor line at line "E". If this is the case, then the shear wall 12 is not required. I have shown shear wall on the foundation plan with a note. -r _- Page Two Glenn Gibbons February 26, 1998 6. The 4X12 does calc out, as indicated in the supplemental calculation called "HDR - 12" as previously supplied. Advanced Energy Construction has requested Longfellow Lumber to supply a new Truss Calc for the Gable truss without bearing at the deck. 7. HDR -10 is a 10'0" Header, as shown on the "Beam —F.J.-FTG layout," and on the floor plan at the 10' sliding glass door at the dining room to the deck at grid line B. As shown on previous submittal. 8. The deck joist are to be 16" O.C., as shown in section B/5. See revised detail F/6 from 24" O.C. to 16" O.C. 9. Floor beam at dining is to be 4X10 DF No. 2. See revised drawing. 10. This item will be addressed by Advanced Energy Construction. Sincerely, 4.-, February 24, 1998 Michael and Rhonda Ferland 2565 Oro Ave. Oroville, CA. 95966 Assessor Parcel Number: 068-030-149 Building Permit Number: 96-1246 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 The above referenced building plans were reviewed by this office. I received the transmittal from Larry Warner dated February 23, 1998. As requested, I have listed the specific areas that are not clear in the Limited Structural Calculations and the building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: LSTHD8 shown in the holdown schedule, on page 40 of the Limited Structural Calculations and on sheet #2 of the building .plans. What is a "Simpson LSTHD8" ? HD's are not all shown on the foundation plan. Missing line.4 and line f. LSTHD8 shown on line 3 of foundation plan and MST37 shown on floor plana A or C shown on "shear wall summary". - Lower floor shear wall layout grid line 6 with a segment length of 73' not shown on the plans. Lower floor shear wall layout grid lines 1, 2 & 3 are not indicated on the building plans. Lower floor shear wall layout for grid E, F & G not shown on the plans. 6. The 4 x 12 header at the deck to support the full bearing of the gable truss is adequate, however, it is not indicated on the building plans or the beam - f.j. - ftg layout in the limited structural calculations. Exterior and Interior headers to be 4 x 12 df #2 or better unless otherwise noted. This is a part of the General Notes on page # 2 of the building plans. The Limited Structural Calculations indicate HDR -10 - 10'0" = 6 x 12 #2 and cannot be located on the building plans. 18/ Deck joist are shown as 2 x 8 @ 16" o.c. in the Limited Structural Calculations and on sheet 5 of the building plans. However, they are shown @ 24" o.c. on sheet #6, detail F- 6. Floor beam @ dining has been calculated as a 4 x 10 in the Limited Structural Calculations and is shown as a 4 x 8 on sheet 4 of the building plans. 1K Utility room does not comply with U.B.C. 310.6.2 for the floor area and U.B.C. 310.6.3 for the width. 61) Additional items may be discovered upon the review of the building plans by the Building Division engineer. If you wish to discuss any of the above items, I can be reached at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Thursday: Sincerely, Glenn Gibbons C.C. Larry Warner • A•E•C GROUP February 23, 1998 ARCHITECTURE ENGINEERING CONSTRUCTION MANAGEMENT Glenn Gibbons Butte County Building Department Larry J. Warner ARCHITECT A.E.0 Re: Ferland residence Permit No. 96-1246 APN. 068-030-149 The energy compliance forms are correct and should be acceptable regarding the area of glazing on the north elevation. I believe that you have overlooked the arched window over the 4040. In regards to the lateral summary, line five was listed incorrectly. Attached is a copy of the revised summary sheet which matches the drawings. I will forward a revised original for your records. As for the headers, the various headers are engineered for various spans to verify that the 4X12 header call out was adequate. The 4X12 header at the deck to support full bearing of the gable truss is adequate. If you do not accept this arrangement, then it must mean that all homes or structures with gable trusses must not have any windows or doors at the gable ends since the headers would supply full bearing. This scenario would result in many homes being in violation of your requirements. It has also been brought to my attention that you made a disparaging remark in regards to my engineering to the effect that you do not appreciate my engineering all critical elements. Does this mean that you allow other Architects to engineer only some of the structure, or is this more of a personal matter. I would appreciate in the future that you refrain from making these types of comments in front of my clients and restrict your comments to clarifications of what has been submitted. 916-892-8008 J. Warner, A.I.A 2059 Forest Ste. 6 Chico, CA 95928 Email aecgroup@aol.com www.aecgroup.com C4 A•E•C GROUP ARCHITECTURE ENGINEERING CONSTRUCTION MANAGEMENT Larry J. Warner ARCHITECT A.I.A 916-892-8008 2059 Forest Ste. 6 Chico, CA 95928 Email aecgroup@aol.com l February 18, 1998 Glenn Gibbons Building Division/ Department of Development Services 7 County Center Drive Oroville, CA. 95965 Re: Plan Check Correction for A.P.N No Dear Glenn: The following is a response to the plan check list dated February 12, 1998: 1. The limited calculations are for only those items shown on the vertical (beam- FJ — FTG layout) and lateral as shown in the engineering. 2. Shear wall summary and plans have been reviewed again and all items have been shown on the plans. Note. The sear wall at the front of the garage is called out in the plans as type 12, the summary calls for type 8. Type 12 exceeds type 8, which is fine. If there is a specific item that you are unclear about, please specify grid line and wall segment etc. 3. I have run another calc on the portion of the truss T-9 over bearing at the deck area. A 4x12 header as called out in the plans is adequate. See attached calc. 4. Item 3 will be reviewed and addressed by the plan provider Page Two Glenn Gibbons 5. The T-24 does have the correct windows and orientations. The house is oriented 70 degrees east. I have run a new T-24 with the skylight (attached). 6. BCI joists are not over spanned. Please refer to the calc's, sections And foundation plan. Note: The BCI joists at the living room has a bearing wall underneath which reduces the span to 19.92' span. 7. Item 5 -will be addressed by the plan preparer. Sincerely February 12, 1998 Michael and Rhonda Ferland 2565 Oro Ave. Oroville, CA. 95966 Assessor Parcel Number: 068-030-149 Building Permit Number: 96-1246 B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: QProvide clarifications of limited structural calculations in reference to the locations of designed headers. Shear wall summary is not complete with shear type schedule and calculations. Building plans do not indicate all of the items on the shear wall summary. Continuous bearing of truss T-9 is indicated on the truss detail and not shown on the / structural drawings. W/ This parcel is zoned "ARI" and requires a minimum 10' side yard and 10' rear yard setback. 5' has been shown on the building plans and must be corrected. Energy design not correct. Orientation and window area sq. ft. are incorrect. Additionally the skylight has not been shown on the certificate of compliance. #0 Utility room does not comply with U.B.C. 310.6.2 for floor area and U.B.C. 310.6.3 for width. 6� BCI joist are over span. Additional items may be discovered upon the review of the building plans by the Building Division engineer. If you wish to discuss any of the above items, I can be reached at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Thursday. Sincerely, /-1,4111— /6.1i�. Glenn Gibbons A+E+ -GRO.i3P ARCHITE"C'TURE "-ENGINEERING -CONSULTING " . Larry J Warner ARCHITECT A.I.A 916 -8924008 574 Manzanita, ste 4 . Chico, CA 95926' Email aecgroup@aol.com www.aecerow.com July 27, 1998 Butte Co. Building Inspector ..Gary Re: Field change. Grid-line 3,_20':-V wall orfloweifloor can. have 30" opening as indicated on -attached shear wall- layout and engineering - NOOWE: All Materials & Workmanship Shall Be In Acoordance with Recognized Good Practices and a a qualm Prescribed for the Specified use In tt& i7irif brm Building, Plumbing & Msc?VMiCm or dm and the Nation it Electrical Code. This set of Tuns and specifications MUST be rpt on the job at all times and it is unlavvai to ake any changes or alterations on same without ritten permission from the Department of Public orks, County of Butte. BUTTE COUNT- BUILDING D PARTOPAENT APP Q� ED FILE COPY 0 L 3(o l _b Az 13 = 10�� PZ Q U LOuVf, )2 r -1O012 Lateral Loading: Area, Height & Weight Data Page 1 Date: January 231998 REV. 2-20-98 Firm: AEC Group Job: E98003A REV -1 By: Larry J. Warner A.I.A. FLOOR PLAN AREAS & SHEAR WALL GRID SPACING 'tstaonsn una spacingioor co ratio Tac ei• 67 Left 3 67 1420 8 sear Wall Spacing 711713.5 6.92 15.58 20 2 Back HzProj 746.5 22.5 hRe= Roof 8.7 2nd FI/Rf 12 Overall Depth R R R R 1st FI 1 1 1 1 1142.48 1840 Roof 4482 8 1st Floor 2nd FI/Rf 20 R R R R R Ist FI Slab: Y? 1st 1 1 1 1 1 Roof average ht. 6 Crawl Sp/Bsm 88 2nd FI/Rf 13.33 3 R R R R 1st 1 1 1 1 We= Wi= Roof 3338 220 756 2nd FI/Rf 10.61 1080.16 1766 R Floor Area 4130 R 21 oun a ion 1st FI 46.67 1 24 106.67 1 363 Wind Ht.(cbGable Roof Ridge F to B L to R 88 Z= 3.2 We= 51.2 Wi= 484.8 2nd FI/Rf 8 Mean Roof Ht. 19 Runs? y y R 1st A 1 Roof 2nd FI/Rf 24 R R 1st A 1 1 Roof 2nd FI/Rf 1st A Front Roof Roof Block Area Overall Depth 2nd FI / Roof Roof Block Area Floor Block Area Perimeter Wall Overall Depth 1st Floor Floor Block Area Perimeter Wall Overall Depth Typical Overhang 2 MaxQuake 01995 Archforms Ltd. All Right# Reserved Lateral Load Analysis & BUILDING CODE 93 BOCA I Right 94 SBCCI Roof Floor X 94 UBC Block Block Perim Overall 4rea Area Wall Width 720 67 672 56 67 Roof at 2nd A 67 1420 Typical 1340 22 OH Insulation 2 799.8 HzProj 746.5 22.5 hRe= 400.1 220 357.4 13.5 hRi= 192 700 160 WI Area We= TYPICAL DEAD LOADS •Establish Dead Loads (lbs) - Roof Interior Wall Roofing 2.5 Gyp.Bd Sheathing 1.7 Framing Framing 2.5 Int. Finish Snow Other 6.7 Ceiling Insulation 1 Framing 1.5 Gyp. Bd. 2.8 Other 4.4 0.5 6.9 Exterior Wall 5.3 Floor 2 Flooring 4 Sheathing 2.3 Framing 3.5 Insulation 0.5 Other 0.5 Other 10.3 4.4 0.5 6.9 Exterior Wall Ext Finish 2 Shear 1.5 Framing 2 Insulation 0.5 Gyp. Bd. 2.2 Int .Finish 0.5 Other hRe= hRi= 8.7 949.9 FLOOR HEIGHTS & WIND AREA 853.9 51.16 51.2 -Establish Floor to Floor and Roof Heights (ft)- Wi= Roof Roof Floor Pitch Height Height 652.8 X112 -1 ; Roof Roof Area 5 10 2.Rd PI/Rspf Z= hRe= hRi= vRe 88 Overall Depth of Roof at 2nd A vRi 264 810 341.364 1142.48 1840 Roof Area 4482 8 1st Floor Floor Area Ist FI Slab: Y? WI Perimeter average ht. 6 Crawl Sp/Bsm 88 Z= 3 hRe= 193.75 hRi= 516.25 vRe 1764 We= Wi= vRi 3338 220 756 313.684 1080.16 1766 Floor Area 4130 Wind Ht:(cbRidge 21 oun a ion 20 46.67 24 106.67 WI Perimeter 363 Wind Ht.(cbGable 16 Ridge F to B L to R 88 Z= 3.2 We= 51.2 Wi= 484.8 Mean Roof Ht. 19 Runs? y y Lateral Load Analysis Page 2 MaxQuake 01995 ArchforimsLtd. Date: January 231999 REV. 2-20-98 Firm: AEC Group All Rights Reserved Lateral Load Analysis 88 Job: E98003AE REV -1 By:. Lamy J. Warner A.I.A. I . Q97.06W Construction Desian Software SEISMIC LOADS 30028.4 21888.2 *Establish Dead Loads - 12615 12615 25230 Mat. Weights 2nd Floor 1st Floor Base Level Item DL(psf) Area (so , DL(lbs) Area(sf) DL(lbs) Area(sf) DL(Ibs) Wt Roof 6.7 4481.85 30028.4 Sum 170444 14 Wt Ceil 5.3 4129.85 21888.2 Roof 1 Wt Ext WI 8.7 2900 25230 1087.5 9461.25 Wt Int WI 6.9 4129.85 41298.5 2nd FI Wt Floor 10.3 4129.85 42537.4 Sum 2nd Sum 1st 160982 Base 9461.25 interior wall default: 10 psf of Floor area Sum 2nd,lst & Base 170444 -Distribute Weights to Various Levels• Tributary Weight Wt Roof 2nd Wt Ceil 2nd 1/2Wt Ext WI 2 Wt Int WI 2 Wt Floor 2 Wt Roof 1st Wt Ceil 1 112 Wt Ext WI 1 Wt Int WI 1 Wt Floor 1 1/2Wt Ext WI Bsmt Wt Ceil Bstnt Line Sum 64531.5 105912 •Determine. Base Shear• UBC Formula (28-1) Roof 2nd A 1st A Wt Line Line Line Sum 30028.4 30028.4 21888.2 21888.2 12615 12615 25230 41298.5 41298.5 42537.4 42537.4 9461.25 903442 10319 BOCA 170444 -Distribute Shear to Various Levels- SBCCI 1607.4.2 UBC formula (28-8) Force at Level x = V (Wbo(Hix)/Sum(Wti)(Hti) BOCA 1612.4.2 Ft assumed = 0 Ht is measured from plate to foundation Wt x Ht x (Wt)(Ht) Fx Roof 2 - SumP*At 2nd FI/Roof 1 64532 14 903442 10319 1st Floor 105912 6 635473 7258 Sum 170444 14 1538914 17577 WIND LOADS -Wind Pressure - UBC P=gslwCeCq Figure 16-1 Vp 75 Section 1614 Ex B Table 16-K Iw01 Table 16-F qs 14.5 Table 16-G Ce 6.62 Table 16-H, #2 hCq 1.3 Table 16-H, #2 VCq -0.7 Hz. Force (psf) Ph= 12 Vt. Force (psf) Pv= -6.293 -Total Wind Load In Each Direction At Each Level (lbs)* Zone 3 Zone Map Fig.16-2 Z= 0.3 Table 16-1 GOVERNING LATERAL LOADS Ip= 1.0 Table 16-K -Maximum Total Load In Each Direction At Each Level (lbs) - C= 2.75 Formula (28-2) Front to Back Governs Side to Side Governs RW= 8.0 Table 16-N (Tied to Pg 9) Roof 2 V= ZlpCW/RW V/W= 0.1031 2hd FI/Roof 1 11,430 Wind 14,866 Wind V= 17571 lbs 1st Floor 7,258 Seismic 7,258 Seismic Trib Area F to B Trib Area L to R Wind Load End Z Inter Z SurnP*At End Z. Inter Z : SumP*At F to B; L to R Roof 2 Roof 1 194 516 8,298 220 700 10,752 2nd FI 11,430 14,866 1St Floor X51 . 485 6,264 51 653 8,228 5,481 7,199 Up Roof 2 Uplift Up Roof 1 1,764 3,338 Uplift -32,106 -32,106 Zone 3 Zone Map Fig.16-2 Z= 0.3 Table 16-1 GOVERNING LATERAL LOADS Ip= 1.0 Table 16-K -Maximum Total Load In Each Direction At Each Level (lbs) - C= 2.75 Formula (28-2) Front to Back Governs Side to Side Governs RW= 8.0 Table 16-N (Tied to Pg 9) Roof 2 V= ZlpCW/RW V/W= 0.1031 2hd FI/Roof 1 11,430 Wind 14,866 Wind V= 17571 lbs 1st Floor 7,258 Seismic 7,258 Seismic Shear Wall Segments Data, Lines 1-8 Page 3 MaxQuake 01995 Archformg Ltd. All Rights Reserved Lateral Load Analysis & Date: January 231998 REV. 2-20-98 Firm: AEC Group Job: E9WO3AE REV=l I By:, Larry I Warner A.LA. Q91.06W Construction Design Software Line 1 ILine2 ILine. 3 1 Line 4 Line 5 I Line 6 1 Line 7 ILIne 8 Segment (Seg) names a -g appear to show possible quadrants (q). Remove Segs not used. Move and add 1,2 ... to denote multiple (m) seg's in a quadrant, ie., b2. S Variables: L : Se lath. Ht: Sea h ht from bld. ata . 8: Bearin Wall? - B= es. Ell: Ext: or Int. Wall? ; E=Ext 1=Int. S: Stacked Seaabove same row, m & 0 La. . 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&rn L9 Ht B E/I q&m Lq Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lq Ht B Ell q&m Lg Ht B Ell 1,2,3.. Wall Lines Run From Front to Total Loth Total Loth Total Loth Total Loth Total Loth Total Loth Total Loth Total Loth Back 1st Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level rri Lg Ht B Ell S m Lg Ht 8 Ell S q&m L Ht B Ell S q&rn Lg Ht B Ell S q&m Lg Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht 8 Ell S q&m Lg Ht B E/I S a 8 a 8 a 8 a 20 8 Y I b 10 8 Y E b 8 b 7 8 Y E b 10 8Y I b 8 b 8 B-2 6 8BE c 12 8 Y E c 8 c 8 c 8 c 8.5 8 B E d 8 d 10 8 Y E d 18 8 Y E d 3.8 8 B E e 8 e 7.8 8 B E F-1 4 8 Y E f 8 f-1 9.5 8 B E F-2 4 8 Y E f-2 5.5 8 B E _ Total Loth 19 Total Loth 20 Total Loth 8 Total Loth 38 Total Loth 51 total Loth Total Loth Total Loth load trans to adj line Base Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Sag Wall Variables Seg Wall Variables Level q&H Lg Ht B E/I S q&m Lol Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht B E/I S 4&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S a 30 9 YES a a 20 N I SB -1 6 9 YES a 73 6 YES b 6 9 YES b 6 b b SB -2 6 9 YES b 6 C 6 c 14 9 y E S c S c 6 S c 6 d 6 S d 11 1 y E S d 18 1 Y E S d 6 e 6 S e 6 f f 6 S f 6 6 Total Loth 30 Total Loth 24 Total Loth 20 Total Loth 80 Total Loth 73 total Lyth Total Loth Total Loth Shear Se ent Hei ht/Len th ratio is limited to 3.5/1 for ed_qe bloc 'ed panel. °HUL > 3.6 IimiY.a ears if exceeded, See Code Ch. 16 for HtILq limits for other. assemblies. Shear Wall Segments Data, Lines A-H Page 4 MaxQuAe 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: January 231998 REV. 2-20-98 Firm: AEC Group Job:. E980O3AE REV-1 By: Larry J. Warner A.I A. 097.O6W Construction Desiah Software Line A ILine B ILine C. D Line Line F Line G Line H Segment (Seg) names 1-7 appear to show possible quadrants (q). Remove Segs not used. Move and add a,b... to denote multiple (m) seg's in a quadrant, ie., 2b. Sea Variables: La: Sec lath. Ht: Sea h ht from bld. data). 8: Bearin Wall? - B= es. E/I: Ext. or Int -Wall? - E=Ex 1=Int. S: Stacked Se above same row, m & 0 La. 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B Ell q&m Lq Ht 8 E/I q&m Lg Ht B E/I q&m Lg Ht B E/I q&m Lg Ht B Ell q&m Lg Ht B E/I q&m Lg Ht B E/I q&m Lg Ht B E/I A,B,C.. Wall Lines Run From Side to Total Lgth Total Lgth Total Lgth Total Lgth Total Lgth Total Lyth Total Lgth Total Lgth Side 1st Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B E/I S q&m Ly Ht 8 E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lo Ht B E/I S q&m Lg Ht B E/I S 1 8 8 Y E 1 6 2 8 2 8 2 2 8 2 5 8 Y E 3 8 3 8 3 $ 3 8 2-a 5 8 Y E 4 8 4 6 8 Y E 4 8 4 8 4 18 8 Y E 4 36 8 Y E 5 8 6-a 9 8 Y E 5 6 5 8 5 8 5 8 5 8 $-b 6 8 Y E Total Lgth 29 Total Lgth Total Lgth Total Lgth 10 Total Lgth 18 total Lyth 36 Total Lgth Total Lgth load trans to adj line load trans to adj line load trans to adj line Base Seg Wall Variables Seg Wall Variables Seg Wall Variables Sey Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B E/I S q&m Lg Ht R E/I S q&m Lg Ht B Ell S q&rn Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S 1 6 1 40 6 YES 1 14 YES 2 6 S 2 6 S 2 S 2 6 S 3 6 S 3 6 S 3 6 S 3 22 Y E S 4 6 S 4 9.5 9 Y E S 4 6 S 4 6 S 4 23 Y E S 4 Y E 5 6 S 5 7 9 Y E 5 6 S 5 14 9 Y E S Total Lgth 17 Total Lgth 40 Total Lgth 36 Total Lgth -- W Total Lgth —iT total Ldth Total Lgth Total Lgth load trans to adj line load trans to adj line Shear Se ent Hei ht/Len th ratio is limited to 3.5/1 for edcle blocked panel. "HVL > 3.5 limit" a ears if exdeeded See Code Ch. 16 for HVLq limits for other. assemblies. . Lateral Load Distribution & Overturning Moment Page 5 MaxQuake ©1995 Archform5 Ltd. All Rights Reserved Lateral Load Analysis & Date: January 231998 REV. 2-20-98 Firm: AEC Group Job: E98003AE REV-1 By:, Larry.J. Warner A.I.A. Q91.06W Construction Design Software Lateral Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Force Seis %= Wind %= W/ft= if "W', snow RM= if "W'.67; V'.85 OTM= if Sfk Vnerht Vadj= V= SumV= Distrib trib fl A/Sum flA trib W A/Sum WA Sum lev. w'trib area Wt/ft'L ^2/2k . SumV*Ht*Lq/oLq S mV from ad' Ln Ln%'Vmax SorW Vadi+Vabv+V 2nd %u S/W % S/W % SJW % S/W % S/W % S/W % SIW % S/W Level Se W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg Wlft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Vadj line 2 Vadj line 1 or 3 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 Vadj line 5 or I Vadj line 6 or 8 Vadj line 7 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V gum V Sum V Sum V I Sum V Sutra V Sum V . Sum V Sum V. 1st % S/W 2.95 8.21 % S/W 12 18.3 % S/W 12.8 15.2 % S/W 16.6 16.8 % S/W 33.3 26.6 % SIW 20.5 14.9 % S/W % S/W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg Wlft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg Oft RM OTM Wind a 24 a 24 a 24 a 79 13.5 14.5 b 94 3.98 3.32 11,430 b 24 b 94 1.63 8.92 b 79 2.64 6.97 b 24 b 24 6.2 190 2.9 1.99 c 94 4.5 15.3 c 24 c 24 c 24 c 190 5.82 2.82 d 24 d 94 3.12 6.97 d 94 12.9 13 d 190 1.13 1.25 e 24 a 190 4.84 2.58 F-1 94 0.5 7.68 f 24 f-1 190 7.27 3.16 F-2 94 0.5 7.68 f-2 190 2.44 1.83 Vadj line 2 Vadj line 1 or 3 0.94 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 Vadj lin@ 5 or 7 Vadj line 6 or 8 Vadj line 7 V above V above V above V above V above V above V above V above 1 st level V 0.94 1 st level V 2.09 1st level V 1.74 1st level V 1.92 1st level V 3.43 1 st level V 2.12 1 st level V 1 st level V W Sum V w Sum V 3.03 w Sum V 1.74 w Sum V 1.92 s Suis V 3.43 s Sum V 2012 Sum V Sum V ase % S/W 2.66 8.21 % S/W 11:8 18.3 % 8/W 13 15.2 % S/W. 16.9 16.8 % S/W 34.4 26.6 % S/W 21.3 14.9 % S/W % S/W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg Wlft RM OTM Seg Wlft AM OTM Se W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seismic a 123 36.9 9.02 a a 45 7.59 B-1 123 1.88 4.49 a 73 165 9.28 7,258 b 123 1.48 4.05 b b b B-2 123 1.88 4.49 b c c 123 9.99 4.81 c c c d d 123 5.76 6.24 d 123 16.9 16.1 d e e f f f Vadj line 2 Vadj line 1 or 3 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 V bbove V above 3.03 V above 1.74 V above 1.92 V above 3.43 V above 2.12 V above V above Bsmt level V 0.45 Bsmt level V 1 Bsmt level V 0.94 Bsmt level V 1.22 Bsmt level V 2.5 Bsmt level V 1.55 Bsmt level V Bsmt level V W Sum V. 0.45 w Sum V 4.03 s Sum V 2.68 s Sum V 3.14 s. Sum V 5.93 t Sum V 3.66 Sum V Sum V Lateral Load Distribution & OVerturning Moment Page 6 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: January 231998 REV. 2-20-98 Firm: AEC Group Job: E98003AE REV -1 By: Larry J. Wamer A.I.A. Q97.06W Construction Design Software Lateral Line A Line B Line C Line D Line E Line F Line G Line H Force Seis %= Wind %= W/ft= if °W', -snow RM= if "W'.67; V'.85 OTM= if St'k Vnet*ht Vadj= V= SumV= Distrib trib fl A/Sum flA trib W A/Sum WA Sum lev. w"trib area WUft*L ^2/2k SumV*Ht*La/gLa SumV from adi Ln Ln%*Vmax SorW Vad'+Vabv+V 2nd % SMI % SM % SMI % SMI % SMI % SMI % SMI % SMI Level Seg W/ft RM OTM Seg Oft RM OTM Seg W/ft RM OTM Seg Wlft RM OTM Seg W/ft ISM OTM Seg W/ft RM OTM Se W/ft RM OTM Seg W/ft RM OTM Vadj line B Vadj line A or C Vadj line B or D Vadj line C or E Vadj line D or F Vadj line Eor G Vadj line F or H Vadj line G 2nd level Wft 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V Sum V Sum V Sum V Sum V Suin V Sum V . Sum V Sum V 1st % SMI 8.03 6.82 % SMI 23.9 18.2 % SMI 24.8 18.9 % SMI. 13.4 13.6 % SM 6.61 10.6 % SMI 12.7 18.2 % SMI 10.6 13.6 % SMI Level Seg W/ft RM OTM Seg Oft RM OTM Seg W/ft RM OTM Seg Oft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Wind 1 94 2 12.7 1 24 . 14,866 2 24 2 24 2 24 2 24 2 94 0.78 17.6 3 24 3 24 3 24 3 24 2-a 94 0.78 17.6 4 24 4 94 1.12 9.51 4 24 4 24 4 94 10.1 21.6 4 94 39.3 16.2 5 24 5-a 94 2.53 14.3 5 24 5 24 5 24 $ 24 5 24 5-b 94 1.12 9.51 Vadj line B Vadj line A or C 3.04 Vadj line B or D Vadj line C or E Vadj line D or F 2.82 Vadj line Eor G Vadj line F or H Vadj line G V above V above V above V above V above V above V above V above 1st level V 1.01 1st level V 2.7 1st level V 2.82 1st level V 2.03 1st level V 1.58 1st level V 2.7 1st level V 2.03 1st level V W Sum V w Sum V 5.74 w Sum V W Sum V w. Sum V 4.39 w Sum V 2.7 w Sum V 2.03 Sum V Base % SMI 8.14 6.82 % SM 24.4 18.2 % SMI 25.3 18.9 % SMI 13.4 13.6 % SMI 6.26 10.6 % SMI 12.3 18.2 % SM! 10.3 13.6 % SMI Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg Wlft RM OTM Se Wlft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seismic 1 1 97 64.2 11 1 21 1.35 7,258 2 2 2 2 3 3 3 3 45 7.2 4 4 103 7.38 32.4 4 4 4 114 20.1 21.6 4 5 5 193 4.01 30.9 5 5 123 8.03 3.44 Vadj line B Vadj line A or C 0.59 Vadj line B or D Vadj line C or E Vadj line D or F Vadj line Eor G 3.01 Vadj line F or H Vadj line G V above V above 5.74 V above V above V above 4.39 V above 2.7 V above 2.03 V above Bsmt level V 0.59 Bsmt level V 1.77 Bsmt level V 1.83 Bsmt level V 0.98 Bsmt level V 0.76 Bsmt level V 1.31 Bsmt level V 0.98 Bsmt level V s Sum V, s Sum V 8.1 s Sum V 1.83 w Sum V 0.98 w Sum V 5.16 w Sum V 7.02 w Sum V Sum V Shear Wall and Hold Down Requirements Page 7 MaxQuake 01995 Archforms Ltd. Date: January 231998 REV: 2-20-98 Firm: AEG Group All Rights Reserved Lateral Load Analysis & Job:. E98003AE REV -1 By: Larry J. Wamer A.I.A. 097.06W Construction Design Software Line 1 Line 2 ILine 3 1 Line 4 Line 5 Line 6 Line 7 Line 8 Uplift = Overturning Moment (OTM) - Resisting Moment (RM) I Segment Length (Seg Lg). Minimum required Hold Down HD Type) "Delta Number' selected from Hold -Down and Wall S ap Schedule on Pae 9. 2nd HD HD HD HD HD HD HD HD Level Seg U lift Tye Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type 1,2,3.. Wall Lines Run From Front to Shear(plf) Shear(plf) Shear(plf) Shear(plf) Sfiear(plf) Shear(plf) Shear(plf) Shear(plf) Back Wall Type Wall Type Wall Tye Wall Type Wall Type Wall Type Wall Type. Wall Type Roof Uplift from Side to Side Winds resisted Left and Right Ext. Walls Up! ft I Rf 2 Ext WI Uplift Detail @ Rf 2 & Ext WI NA 1st HD HD HDHD HD HD HD HD Level Seg Uplift Tye Seg Uplift Tye Seg Uplift Type Seg Uplift Type Seg U lift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a 50 A NA b b 1,056 A H3 b 433 A H1 B-2 C 900 A H2 C d 385 A H1 d 7 A NA d 30 A NA e F-1 1,794 A H6 f-1 ` F-2 1,794 A H6 f-2 Shear(plf) Shear(plf) A 159 Shear(plf) A 87 Shear(plf) A 240 Shear(pl� A 90 Shear(plf) A 42 Shear(plf) Shear(plf) Wall Type 1 Wall Type A 6 1 Wall Type A 6 1 Wall type A 6 1 Wall Type A 6 1 Wall Type A 6 1 Wall Type I Wall Type Roof Uplift from Side to Side Winds resisted by Left and Right Ext. Walls Uplift (plf) Rf 1 @ Ext WI 69. Uplift Detail @ Rf 1 & Ext WI A T Straps/Hold-Downs and Collectors must run continuous throw h the Wall below to the Foundation. If no Wall below; tie to Beams sized for Hold -Down Point Loads. Base HD HD HD HD HD HD HD HD Level Seg U lift Tye Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg U lift Type Seg Uplift Tye Seg Uplift Type a a B-1 435 A H1 a b 429 A H1 B-2 435 A H1 C d 23i A NA d Shear(plf) A 75 Shear(plf) A 134 Shear(plf) A 110 Shear(plf) A 157 Shear(pl� A 198 Shear(plf) A 50 Shear(plf) Shear(plf) Wall Type A 6 Wall Type A 6 1 Wall Ty0e A 6 1 Wall Type e 6 1 Wall Type A 6 1 Wall Type A 6 1. Wall Type 1 Wall Type Shear per Linear Foot (Shear(plf)) = Sum of Shear at that Line & Level (Sum V) I Linear Feet of Shear Wall at that Line & Level (Sum Seg Lgth). Minimum required Shear Wall Construction for Wall Type S mbol is selected from Shea' Wall Schedule on Page 9. Shear Wall and Hold DoWn Requirements Pago 8 MaxQuake 01995 Archforms Ltd. Date: January 231998 REV. 2-20-08 FirM: AEC Group AI( Rights Reserved Lateral Load Analysis & Job: E98003AE REV -1 By:. Larry J. Wamer A.I.A. Q97.06W Construction Desi n Software Line A ILine B Line C I Line D Line E Line F Line G Line H Uplift = Overturning Moment (OTM) - Resisting Moment (RM) / Segment Length (Seg Lg). Minimum required Hold Down HD Type) "Delta Number' selected from Hdid-down and Wall S ap Schedule on Pae 9. 2nd HD HD HD HD HD HD HD HD Level Seg U lift Type Seg Uplift Tye Seg Uplift Type Seg Uplift Type Seg U lift Type Seg Uplift Type Seg Uplift Type Seg U lift Type A,B,C.. Wall Lines Run From Side to Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Side Wall Type Wall Type Wall Type Wall Type Wall Typo Wall Type Wall Type Wall Type Roof U lift.from Front to Back Winds resisted b Front and Back Ext. Walls U lift I Rf 2 @ Ext WI Uplift etail 0. Rf 2 & Ext WI NA 1st HD HD HD HD HD HD HD HD Level Seg Uplift Tye Seg Uplift Tye Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type 1 1,335 A H4 2 3,358 A H15 2-a 3,358 A H15 4 1,397 A H5 4 639 0 H1 4 5-a 1,304 0 H4 5-b 1,397 0 H5 Shear(plf) Shear(plf) A 198 Shear(plf) Shear(plf) Shear(plf) 0 439 Shear(plf) A 150 Shdar(plf) A 51 Shear(plf) Wall Tye Wall Type 0 6 Wall Type Wall Type Wall Type A 3 Wall Type A 6 1 Wall Type 0 6. Wall Type Roof Uplift from Front to Back Winds resisted by Front and Sack Eict. Walls Uolift(pl Rf 1 @ Ext WI 90 Uplift Detail @ Rf 1 & Ext WI A T Strs/Hold-Downs and Collectors must run continuous throw h the Wall below to the Foundation. If no Wall below; tie to Oeams, sized for Hold -Down Point Loads. BaseHD HD HD HD HD HD HD HD Level Seg UPI ift Tye Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type 1 1 3 4 2,636 A H12 4 64 A NA 5 3,847 A H16 5 Shear(plf) Sheir(plf) A 491 Shear(plf) 0 46 Shear(plf) A 27 Shear(plf A 368 Shear(plf) A 305 Shear(plf) ghear(plf) Wall Type Wall Type A 2 Wall Type A 6 1 Wall Type e 6 1 WAIT TYPO 0 4 Wall Type A 4 1 Wall Type I Wall Type Shear per Linear Foot (Shear(plf)) = Sum of Shear at that Lihe & Level (Sum V) / Linear Feet of Shear Wall at that Line & Level (Sum Seg Lgth). Minimum required Shear. Wall Construction for Wall Type Symbol is selected from Shear Wall Schedule on Page 9. Shear Wall and Hold Down Schedules Page 9 MaxQunke 01995 Archforms Ltd. Date: January 231998 REV. 2-20-98 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: E98003AE R V-1 By:, tarry J. Warner A.I;A. Q97.06W Construction Design Software SHEAR WALL OPTIONS: Place an "k' in the appropriate green shaded block. Select only one option under each heading. Post Size Special Zone Hardware Mfg. Wall Framing Material Shear Wall System PlyIPB Wall Sheathing Fasteners X No X Simpson X Doug Fir or So.Pine X All Plywd or PB X 3/8"ort/2" CD or 2MW X 8d Com Los Angeles Harlen Hem Fir (s.gray.<.49) Gyp,Stucco or Ply 3/$"ort/2" Struc 1 10d Com Kant/Silver 12 ga Steel Masonry 3/8"ort/2" CD o/GB 14 ga Staple Other (See Apx.C) Other 16 gb Steel Stl. X brace 3/8"ort/2" Struc I o/GB No.7 Screw To Customize, Overwrite Schedule or See Apx. C Other Other Other Sheathing/Fastener Combo (See Apx. C) Wall Hold -Down and Strab Schedule Symbol Uplift lbs. Post Size FI to FI Strap Note 1,2 Anchor Straps Type Hb NA 2 bolt Dia. Load Sheathing Nail Bolts use hold-down across from symbol Clips MA up to 310 8d use the hold-down listed or any below 16d 112"x5 A H 1 755 2x LSTA12 GF:900 GF:120 GF:478 GF:450 A H2 1,055 2x LSTA18 Note 7 Note 6 8 Note 9,10 FSA construct wall as spec'd per symbol or any below A H3 11,295 2x LSTA24 72"oc 12"oc 48"oc A H4 1,370 2x MSTA24 8"oc 24"oc A H5 1,685 2x MSTA30 LTT20 1/2" A H6 1,995 2x MSTA36 PAHD42 A H7 2,520 2x ST6224 A H12 2,760 2-2x MST27 PAHD42 H62A �/8" A H14 3,300 2-2x ST6236 MPAHb A H15 3,705 2-2x MST37 H65A 3/4" A H16 4,405 2-2x MST48 H06A 1/8" A H17 5,800 2-2x MST60 A H18 6,465 2-2x H08A �/8' A H19 8,310 2-2x HD10A 7/8" A H2O 11,080 4x HD14A 1" A H25 15,305 6x Hb15 11/4" 1 Straps and HD's as Mfg. by Simpson Strong -Tie Co. Cat C-96 2 Nail Straps 8 Hold -Downs w/10d (2x max.pen,1-5/8") See Details and Mfg. Data fot Nailing, Bolt and Embedment Reduiremehts 3 If No Cont. Rim Jdist Add Lgth. to Wall Strap to Span to Wall Below 4 Straps and Hold -Downs must run continuous to Walls below; if no Wall below, tie to Beams, sized for Hold -Down Point Loads Shear Wall Schedule Wall Shear Wall Edge Anchor Plate to FI. Plate type Load Sheathing Nail Bolts Nail Lag Clips Symbol (plf) Material 8d 518"x12 16d 112"x5 A35 2 Framing: 29 DF typ, 3x req'd if 10d wl+1-5/8' penetration, 7' or 3"oc 3 Typical Fasteners: 8d Common or Galv. Box nails (no sinkers), nail field @12" GF:900 GF:120 GF:478 GF:450 5 Offset panel edges on opposite sides of wall Note 1,2 Note 3 . Note 6 Note 7 Note 6 8 Note 9,10 NA construct wall as spec'd per symbol or any below 9 Clips: Plate to Blocks only req'd if no shear sheathing continuity from Wall to Blocks 5d@7" 72"oc 12"oc 48"oc w/lath 60"oc 8"oc 24"oc A 6 260 112" Ply 6" 36"oc 4"oc 16"oc A 4 380 112" Ply 4" 24"oc 3"oc 12"oc 2 A 3 490 112" Ply 3" 18"oc 9"oc 8"oc 2,4 A 2 640 112" Ply 2" 14"oc 7"oc 6"oc 5 A 44 760 ea side 112' Ply 4" 12"oc 6"oc 56oc 2,5 A 33 980 ea side 112'+ Ply 3" 9"oc 4"oc 46oc 5,6 A 22 1,280 ea side 112" Ply 2" Voc 3"oc 3"oc 1 Sheathing: 3/8"-1/2" (4 ply min) CD, CC Ply, or 2 -M -W Particle Bd wlall edges blocked 2 Framing: 29 DF typ, 3x req'd if 10d wl+1-5/8' penetration, 7' or 3"oc 3 Typical Fasteners: 8d Common or Galv. Box nails (no sinkers), nail field @12" 4 3x framing at all panel edges w/ nails at less than 2" oc., stagger, min 1/2" from edge. 5 Offset panel edges on opposite sides of wall 6 Anchors and Lag Bolts (ASTM X307) spaced per Schd w/Washers tight to Sill 7 Stagger nails in plate 0 Pre -drill 318" hole for lag bolts. 9 Clips: Plate to Blocks only req'd if no shear sheathing continuity from Wall to Blocks 10 Anchors and Clips as Mfg, by Simpson Strong -Tie Co. Cat C-96 Shear Wall and Hold Down Schedules Page 10 MaxQuake ©1995 Archfot-ms Ltd. Date: January 231998 REV. 2-20-98 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: E98003AE REV -1 By: - La J. Warner A.I.A. 097.00M Construdtion Design Software DIAPHRAGM OPTIONS: Rf1FI Framing Mat. Rf/Fl Diaphragm Fasteners X DF or So.Pine X Unblocked 8d Com Only Hem Fir Blocked Edges X 8d@Rf, 10@FI Other Other 10d Com Only 14 ga Staple To Customize, Overwrite Schedule or See Apx. C Other Wind and Earthquake Design Data Applicable Building Code: 94 UBC Wind Speed mph 75 Seismic Zone 3 Importance Fact. 1 Ground Acc. (Aa) 0.3 Exposure Cat. B Importance Group 1 Wind Pres.horiz. psf 11.69 SoAtruc. Period 2.75 Wind Pres. vert. psf -6.29 Response Factor 8.0 xt. Wall UP -Lift Detail Schedule ft Stud to Plate Plate to Rafter Stu to Rafter at 16" oc at 24"oc . at 16° F at 16" oc 50 2- HD6A 00 Ply Nailing or H2 H2 2- HD8A 80 A35 W4 H2 2- HD8A 10 SP1 H10 H1 H2 A60 SP4 H7 H10 LTS10 A X 600 SP2 H10 H7 A Y 1,170 FTA2 A Z 2,560 FTA7 7 1 Anchors and Clips as Mfg. by Simpson Strong -Tie Co. Cat C-96 For Customer ServiCe Call 800 -958 -ARCH or FAX 800 -968 -ARCH Collector 1 Tie and Diauhraam Schedules C/T Max. Collector/Tie Tie Tie Rod Type Force Cont. Joist or Strap Washer Symbol (Ibs) Solid Blocking or Cont. Dia. Dia. HD less of C&T par to grain: 425 Joist 20ksi 625 Note 1,2,6 Note 2,3,4 Note 4 Note 5 Note 7 Use Collector/Tie as spec'd per symbol or any below NA 310 A C1 2,231 2x4 ST6224 A C2 3,506 2x6 MST37 314" 1.79 2- HD5A A C3 4,405 2x8 MST48 7/8" 2.24 2- HD6A A C4 5,800 2x10 MST60 7/8" 2.96 2- HD8A A C$ 6,440 202 2- MST37 718" 3.28 2- HD8A A C6 8,310 2- 2x10 HST5 718" 4.23 HD10A A C7 11,080 2- 2x10 7/8" 5.65 2- HD8A A C8 16,620 3- 2x10 718" 8.47 2- HD10A 1 Provide Cont. Rim Joist/Rafter or Solid Blocking at all Shear Wall Grid Lines 2 A properly sized continuous Rafter or Joist can act as both Collector and Tie 3 Between Blocks or breaks in Rafters/Joists provide straps to maintain Tie continuity 4 Run All -thread Rod thru Rft/Jst, Igth=LoadlShear(plf), secure ends W/ Washer or HD 5 Provide Washer w/ Dia. (inches) at end of blocked RNJst bays, Mal, iron or 114" St. 6 Connect Continuous Collector/Tie to shear wall as required by Sheat Wall Schedule 7 HD at Rod to Shear Wall 8ndlor RfUJst. Mfg. by Simpson Strong -Tie Co. Cat C-96 Roof Shear Diaphragm Edge Floor Sheat Diaph. Diaphragm Load Material Nail Diaphragm Load Material Symbol (plo Note 1,2,4 We 3 Symbol (pIQ Note 1,2,4 8d Nail 10d Nail A R6 180 112" Ply 6" A F6 215 314" Ply A R4 112" Ply 4" A F4 314" Ply A 0 1/2" Ply 2-112" A F3 314" Ply A R2 112" Ply 2" A F2 314" Ply 1 Sheathing: 1/2 or 314 CO. CC Ply, or 2 -M -W Particle Board, unblocked 2 Framing: 2x typical, 3x req'd if 10d w/ more thanl-518" penetration, less than Yoc 3 Typ. Fasteners: 8d Com. a Roof,10d Com. @ Floor (ho sinkers) field 12"@Rf, 10"@Fl 4 Continuous Rim Rafter/Joist recommended at perimeter of unblocked diaphragms 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 A-4 1Ai OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact t ' office immedi P9Y. --0111 FA WID ,OF 19 !�- II M REV 10/92 v COUNTY OF BUTTE t BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please co nta this office immediately. ra ` CbUNTY 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 ER _C/ PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. M r +-- - Date Inspector'�— REV 10 2 ` 'COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER _ PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r 40 / L/ / i to ���.. fo 01 -Az) zH r f Date Inspector r.( ,21 7 {� /1 0,-. REV 'CERTIFICATION OF INSULATION SS I cdh i ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS OT N P.O. BOX '854, WEST SACRAMENTO, CA 95691 LIC. #202026 - 3243 INDUSTRIAL DRIVE, YUBA CITY, CA 95993 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ` c, �' ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 . �J_�.�� - ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 1 \ • DATE INSULAAON LETED CEILINGS •�• ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL _ MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW + BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.O. MANUFACTURER MANUFACTURER MANUFACTURER -OCF. OCF - " OCF e BAGS r R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER FOOT INSTALLED a THICKNESS 1SOUARE r) 1 C, 1.J KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL r FORM R VALUE MANUFACTURER '. FIBERGLASS x _ r BATTS �r . OCF AIR INFILTRATION SEALANT MATERIAL - MANUFACTURER ' W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SI_ NATURVINISULATIOnNM TITLE DATE _ ' MANAGER 1 SIGNATURE GENERAL CO TRA ' ' ! TITLE (tv:5 yl `Z- DATE I REMARKS: .. SIC -303 t BUILDER COPY