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HomeMy WebLinkAbout017-300-017011-680-017 ROCERS, JERRY Y�01 1 j 19 125 EAGLE NEST DR., CONTR: OWNER NSF ` U� 11 f NOTES RESIDENTIAL to11 z680-017 01;1;119 ROGERS, JERRY , t t 125 EAGLE NEST DR.; CHICO }' CONTR:_OWNER I � NSF. r< i f 1 ,f C It �r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT ,CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY t Address a 1 GAS e /g OZ Date Meter By ELECT IC pat-� { Meter By � JOB FINALE[ Signature i V�OK 0 = Not OK - = Not Applicable = Not Ready , 3 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 9. Health Department Approval 8. Utility Clearance 11. Light Niche Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS ' Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Con nectors 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 4 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4 V= OK 0 = Not OK - = Not Applicable = Na Ready Z RESIDENTIAL (S i Date erfloor (Plans) OK except #'s Zon' -Setbacks-Easements-Flood-Slope /r tg. I , in; Soils-Elec. Grnd.-/ /" Ftg. Depth arage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Ftg orches & Decks; Soils -Steel-/ P' Ftg. Depth to alts, Main; Steel -Blockouts-Wrapped to alts, Garage; Steel-Blockouts-Wrapped old ns and Special Anchors 47.�ab, 5 el -Wrapped 8. P' Fireplace Ftg.-Steel J .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Si stzt� 4 ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground i 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date TW7% Card B- Date Card B-1 Date Card B-1--- Date Card B-1 Date DUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle r Pipe; Test & Anchor -Nail Protection 1 W est Fittings & Anchor -Nail Protection hower Pan; Test, First Floor -Tub Access ' /idZ "21- Tkst Tub & Shower, Second Floor -Tub Access ET Gas Pipe; Sixe & Anchors Datetz Card B-1 ,(j 1 Date Card B-1 Date Card B-1 Date Card B-1 Date ftEECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors e Box o. of Conductors Stapled R_orrfax Installed Close to Edge of Studs & C.J. drAuip. Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI feknfeed Wire Siz — J ga. or AI-A.C. Wire Siz — u r At Range Circl —2r u r AI -Oven Circ. / / ga Cu or At Insulated Neutral i ❑ Yes O No Jilt'ervice-Riser Conductors & Ground Main Disconnect 321 Equip. Clearances Panels-Motors-Mech. Equip. 93— othes Closet Light -Shower Light -Spa Light Smoke Detector Date , Card B-1 it Date Card B-1 Date Card B-1 Date Card B-1 Date VECHAJCAIL (Permit) OK except #'s _Y.'A.Q,Xfucts Insulation & Support ent Fan, Exhaust above insulation ndensate Drain & Overflow, Size & Grade rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date{ 1 U Card B-1 . ' Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s t Is Proper Materials & Anchors Wf"Aalls Studs -Nailing Spacing & Braces -Plates -Sound 94'arin_qwalls over Girders & Floor Nailing Sop in Walls (rat proof) F Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing itgle & Duplex) Date FRAMING (Continued) ^ ngers-Post Caps -Anchors -Connectors g. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss -Shting.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat Clearance c Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing operty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits .6+-,dfairs; Width -Headroom -Rise -Run -Landing -Fire Protection be. Plywondon Roof Overhang -Attic Vents -Rafter Outriggers .66- ng -Nailing Veneer j . Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. %aeng Area -Glass Protection -Skylights -Plastic Walls; Nailing -Bolts r Wall Panels I nfiltration-Walls- Windows Date Card B-1 , Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings . Smoke Detector urnace Vents -clearance -Comb, Air -Connector - la -Garage; Above Floor. Ducts -Mach. Protection LeC Bedroom Exiting & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels . S irs & Rails Fir place or Stove, Clearance -Hearth EI c. Outlets at Wood Panel, Int. & Ext. Kit. FW & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter G age Fire Door; Swing -landing -Closure A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i arage; Above Floor-Mech. Protection 4-'1'.'_P>., Elec. & Mech. Equip. Listed for Location Ejec. Receptacles in Garage (F.F.I.)-Romex Protection In lation-Foam-Looked in Attic rd Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes F wing Instld./Dries Yes J No/Walks D Yes J No/Planters J Yes J No Stucco Br Finish 44eC. Unit Disconnect, Electrical -Plumbing ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House (.cke-22rre4ons from Previous Inspections G a"sbMeters Tagged, Gas -Electric %2i�;� & Sewer Connected -C/O to Grade -HD Approval 92! Enelgv Compliance Certificate -Other Certificates ,24/ddress Posted Date Cariii� 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 _ ^^ BUILDING DIVISION s DEPARTMENT OF DEVELOPMENT SERVI6ES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER a PERMIfi NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please c tact this office immediately. d LA O X� x 1 el- r . IC, r S""/ _e _rL_L-2G Datej t "7#01 Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico,',dX'- (53 OY 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE /1 7 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 haye any questions pertaining to this matter, or need additional explanation, please contact fice immediately. Date - REV 1 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 195 lVe, NumDgAfla M" city Su wtstonBu-&'- Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Brand Name Thermal Resistance (R Value) Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) -1 a- 6- Thermal Resistance (R Value) Rtq Loose Fill Type Fiberglass Brand Name Johns Manville Contractods min. installed weight/ft sq. fib. Minimum Thicknessi-12. a 64 inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R �� 3. EXTERIOR WALL Material Fibemlass Batts Thickness (inches) �W 4. RAISED FLOOR Material Fibegliass Batts Thickness (inches)____ 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inch 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R Value) Brand Name —Johns Manville Thermal Resistance (11 -Value) Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance (R -Valu ) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Engrrggyy E�fficien�Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicted on the ertficate of compliance, where ap licable. C.L.#499150 #-3-02—) LOERKE INSULATION CO., INC. em Installing Subcontractor. ame) Or er Signature, Date liiiwling Subconuactor ame r General Contractor (Co.Name) Or Owner item W- Signature, Date natal m Subcontractor (( o. ane) r General Contractor (Co. fame) Or Owner BV=XNC I=TMN: eaT I'•i (� o c_K v F'S u f'i' `S An instaltatltnt cortaime is rogtArad to be posted at the bvildi" site prier to the isbuanas at the nacupenoy pear.1. Thin imm may be used to fneet thorn rettuirernonm AD 4cWu ntar smttpmma iistsd below are the actual equipmwn ittwood Note that the QftiDnCY and typo of the apptiartfm installed ftttrat be oowvalew or boner than the anallai-ca epedflae an me Cardfk=a of Camollance (CF -1 R). This eanitirate (or ffs equivalent) eltaal be praparod and signed by the persort(s) assumbtg overap respefR Wty for tate tippflanca btatadttt ion. 1. the undervIsined. Verify that the equipnwrd lW ad in tete category above my aignatum is the a+nual egtdpetent installed and that the aguionsent rneets or axcsodd the rimukerneme at the Appliance Eliftfer=f SlWdards. In addltfon. I have verified that 1110 agtiiorrtent Is equivalent tit or mare eP0ldent than th>a equipment spectated on the Car di =e of Cortmffatxa suhmittala to damonstr>rtme c=m3Wutt with the Enorgy Efficiency Stardards totresidaatttaf buiidfnga. HVAC SYSTEM Nate, Hyaronlc barter frtacrrrtation is entered hen. vmer n"ronie or t7 mbinod hydnznic oquipmartt is fir -ad uAder Water Headnq Systems. Heating Eguip. CEO Cartf3led A"al Dlattifbtttftut Dum er Ho rtinlg L.aad Heating hheat Bums. to o.f am Medil Nwrnbsr aAMuIL : c.i LUopt�an R•nd Valu® Wi do 8tuotard m CCnaie� atuhl Of M1 C_ m*,,b f• -I -R WAC -4, --rr-njoa1;, xc g jC>c�.o v �R 12a0 mnid„ Wnu �ntt' in Clawbiwort 1 pular , ran etc. a trl asst /BEuAb aV Typo ti A -Venue tines 21 a3i,r� f OC.) 2ax OCD, -- The budding design hem bas and design heat gair, tare hares been Cislarmined usInga n�t!>fld apad(trd In 3otxlan Ise(h) of the Eneryy eftency Standafft and are awv of tra eritena usaa for egsipmem xt dng and aeleenart. Zrigrtsatre Dara HVAC 8ubonromor (Co. Names or Genwo" mt=erO*mv WATT Hi:AMNG SYSTEAS Water Heating Ct:C Cartttlod Fisted t Tpnk fad yr orale sA System Type Maaut. Aftka A input lkw t►apat" Re+sBvery f3laandbyt Insulation Stomas oars. etc,: Model Number or Btuht alions) Ef` lefo U= (%I Fi,Valuo ror amna Cas stfarace Irawa inttut L '3.o= F-ttlhr), eiboirte rrwtaaca mm hoot dump water hrostrra. I'M Enef9y Peeler, Par (Wq8 gas atenge woter huarttrr fratoe tAeur s�.Ot7•� Brwhre, I lit ftatea I.+oert. riaetswnr 6lflsieoesy SACS Glan=re Lean. For tnatantartemta grin water hteatttte. list Retoa treur arG R000vay Erfta tLwy. Far tnsfantanamn oreotno wafarr ngttrs, tat RatAd Intikt. F>aUCz=TS & SHCWI!R HEADS All Iaut:etS eno EnowarneatlS Iftafatlea are IiA1;a in the C,Mm,Sz=n•s lrirQ=ry or Camfiec faurats arta S^owemeaas. Pursuant ea > We 2s. Part d. Subrraotor 2. Sec an 11' , signawre Data Fkus+a+re;t O'watxMtrtt�+vr tC.a. Na�Yt.f yr Ganora. Cor�aatarar Bwewr T'iiIS CnV 'Ii,:ATZ MUST BE VROVIDED TO Tar BUMIAIC DEPARTMENT PRIOR TO [ -NAL iNSPEC,,-jOti APPROVAL. hlti7 A ri PY STIA,LL BE t'C�' . WMII.N TTjE Bt=INC. JANUARY L993 COUNTY OF BUTTE - DEPARTMENT OF DAEVELOPMENT SERVICES - BUILDING DIVISION 7 ,Cvounty Center Drive • Oroville, California 95965 • Telephone (530) 538-75411 / 6P MIT NO. (Rev. 12/96) APPLICATION AND PERMIT ��-/l9, ASSESSOR PARCEL NUMBER 011-680-017 ZONING R BUILDING PERMIT OWNER ROGERS JERRY TELEPHONE SO. FT. OCC. BUILDING VALUATION .345-3737 . OWNERS MAILING ADDRESS 178 LAZY S LANE CHICO CA 95928 846 11 19,228.00 CONTRACTOR'S NAME JERRY ROGERS549-5 TELEPHONE C 7,141-50 CONTRACTORS NG STSs LANE CHICO CA 95928 CONSTRUCTION LENDER NONE Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER DON CLARK LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 647-70 BUILDwGADOREss ; , 125 EAGLE NEST D Energy Plan Checking Fee $ 23-00 95928 $ PERMIT FEE $ 16R7 In LOT NO. 17 SUBDIVISION'S NAME ROCKY BLUFF PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other s'ry Each Trap 7.001 119 Solar or heat pump water heater -nn 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New [K Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 4�RT)]� Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE $199.00 ELECTRICAL PERMIT Fling Fee 20.00 800VOR LESS Main Service OA OR LESS 23.00 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.F0 License Class /� Lic. No. Z.Z �Le 5''G' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG UP. OR coNS. ( !A 3.5¢x; 144.45 EW S. NON RESID. 97.50 APPARATUS a SINGLE OtlTLET CIR. Ex. Occup. ounerORFDRURES 20°''00 BAL @ .SO Ex. Occup.. OUTLEEDrsA AM .oma 1 5.00 Temporary Service 23.00 Mobile Home Facilities -- 20.00 Misc. Wiring 23.00 PERMIT FEE $187.45 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) W I certify that in the performance of the work for which this permit is issued, I shall / not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date D / Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 2 1 15.00 30.00 Cooling 2 15.00 30.00 Hood 6.50 6.50 Ventilation 3 4.50 3.50 PERMIT FEt $ 100.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R CONST. TYPE V TOTAL FEE $ 2219.65 HAZ. D. FEES IMP X X FLOOD X CDF PARCEL X PD X HD ISSUE X X This permit is hereby issued under of the Butte County Code and/or indicated indicated above for which fees have By ��'���tttrororo 4 t 1At" PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Da f, q 0 eta Receipt No. $2219.65 WHITE-D.D.S.-B.D. CANARY -ASS EfS SOR PINK -INSPECTOR GOLDENROD -APPLICANT •��sirN-.-•-.�.,w..;ws'w.m:-ie'��r•,r-;�"y.d.,'�'.,i_yt�i�,�i�.r'�+iK.'�t'�'*Tt,�l,,';��'"'��t..s�+.S.-'s..^�'�e-,�.� ,�t`�-f: �.��+i��-"�'+•ti.�"�•`7i�r`,Sr.�r_,�.tr.::�"�Rs-.. �.•��. "'�`-�.'�v'`F i COUNTY OF,BUTTE - DEPARTMENT OF ; . ®LOPMENT SERVICES - BUILDING DIVISION - r 7 COUNTY CENTER DRIVE - OROVILLE, CAL ORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT "PLICA TION DATA SHEET OWNER: O �� F'.ASSESSOR PARCEL NUMBER: 2 Proposed Building Use:/ Building Inspector: ReV Date: At time of permit application, I wasadvised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems 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. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- El 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation.---------------------------------------------------- 117. ---------------------------------------------------❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118. -------------------------------------------------------- ❑8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 1 .Impact fees q s own on the attached schedule. ---------- ---------------------------------------------- irYll -F 15 -01' � cpy� /� - - --- ----- 41012C- ------- 1 2. California epartment of Forestry plan a pro`va�/fees.------------Cf--`--- 1 �O " �1 ❑ 1./Flood elevation certificate. ---------------------------------------------------------------------------------------- `4. anitation and plot plan approval 011i�ol Health Department. ------------------------------------------- "T�15. City, of Chico plumbing perrrrrt. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: P (B) Parking: wyki-------------------------- ❑ 18. Contact Land Development about ❑ Improvements, El DrainagF,-Qdegal Parcel. ----------------------- s ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- E120. -------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on 02 1. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carver and policy number. ----------------------- 1:123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- ❑ 24. Letter of signature authorization. -------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. -------------- El 26. Letter of intent on building use. ----------------------------------------------. ❑27. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. ------------------------------ i'--. ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ (Date) ' 1130. Other: ^Wh�en" you issue the permit, process as follows 11 Mail to owner, ❑M/ail to contractor. 8Telephone 50'- 7'7 4? and hold for pickup at / � �G office. ❑ Deliver with inspector. srn-v c r. r2 -j 1 low ( � o � p, (.� 4�� Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ ollution Date: By: Copy of plans sent o Health Department, o Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: Ian Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, 11Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail,❑ Building Division counter, by Date: Plans reviewed by: Date: 2 . Q ( Plans approved by: 'Sets of plans on hod in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: E.H. USE ONLY r Plot Plan Attached Floor Plan Ana a Sent to B.O. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance O-A� Jas &-& A(4 -t A)t t7 r3 t C)17 OW'neV Location AP# Plan Approved for: Sewage Disposal _4Y . Water Supply: PublicX Private Well Clearance for 4:L dwelling. Other V/ I 4)t2 Ziv--1- DIA 42 IA -t 4 _ Hold inal for: Final clearance O.K. for: (VOTE: lie o� .- -/ Environmental Health Specialist 8/96 Yl 7,/(-) t Date J. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 /�/�,/ SCHEDULE OF FEES DUE / OWNER r d66�J!`/ / A. P. It 0/ PROPOSED BUILDING USE DATE J ( �6 RECEIPT it . DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ Ll"/2. SCHOOL DISTRICT FEES (��1160 o� Y(paid at District Office) 4,VvA �0,ryj s, 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $�G, Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. C,' 5. RECREATION PISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES 510.00 (paid at Building Division) L/ 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 f Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, 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 -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) .., ,.. `SC;.n'..•-7.`�`�•' . by ,,.rrr. ter-.-r��....."�..;�.,�•.•r'+�rrrn•vtl.'•.ir.+.:+,�.{:�.n:,,•...h..,.r}lR�-:.�-^-...r-'a+R^.•*rY.r:•-.=.,�,t,..-,.�.�.:.,-�r-nrx«r n�-..r..r .,. i.. ...-,.,„.. •� BUTTE COUNTY PARKS DEVELOPMENT FSE CERTIFICATION FORD �? CHICO AREA RECREATION AND,PARK DISTRICT Assessor Parcel Number(s) 0//- VOD ' 01-7 Property Owner e �✓ I UP F' S Project' Location/Address q +: EoCKM B 1 u F-�5 j. Subdivision Lot Number(s) Residential Development: (check one) M: %<New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential To al Number hof Dwelt=lking� Unis Comment: 4•Y C3 5-213-01 Building Department Rep sentative Date • � r j Chico Arca-Recreation and Park District(CARD) certifies that cJ�2.t-h �cx ' 3y5^- 3757 (Applican N e) S, (Phone Number) (Street A d ss) (State) (Zip Code) hash complied+,tw. the the requirements, of -Butte 'Co. jResoluti�on. No. x- 90-140 4by, payment for dwelling units @ $1,189 for total payment of $ l /wl/ �/6/; CARD Re[Dresentattve IDat PAID BY CHECK NO.� BANK NO. a. PAID BY CASH RECEIPT NO. REMARKS: Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90). E Yellow --Butte Co. Building Dept. Goldenrod -=City of Chico Building Dept. ri BUTTE. COUNTY SCHOOLS INF�A�CT FE CERTIFICATION FORM (011e form per aiding). School District ro (! [� NI �� -P.1 C Building Department No. A.P. Number OI L(IRO O. r �. Jurisdiction:. City County Prcperty Colmer Property Location/Address 1 ? I'aG ier r'\IP`�T L�rr ►/� l 7'�" `r1� �� Subdivision 1 \OC U " S ]Lot No. 9 /- / Residential Development No of Living Mobile Home Units Installation Commercial/Industrials r Y' New r • f , Building Department Representative AddRion ................................................................................................................. . Sq. Footage a Addition/ *Supplemental to (Group R) Conversion Permit # I *(No foundation inspection): .................................................................................................................. t.� ' i, t,rr j . �; _ i .+Sq. Footage (Including Exterior Roofed Areas) 0/ Date /� (Floor Plans reviewed by School District District Identification No. v l r School District certifies that Q o (Appljc, nt) G(. ' _ -t (Street Address) ' (Phone Number) - k (City) (State)(Zip Code) has complied with the requirements of Resolution No. *� by payment of $ 726. 0 representing square feet. AB 2926 $ FULL MITIGATION $ r School District Representjti ie! r Date f Paid by Check # / (p (I S'. Remarks: C 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 660201a), 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 (10/98)dmm J* To: LARRYfAINT.ER From: CHICO ENV. HEALTH ❑ APPROVED . •ermit #: Genera/Information Owners Name: V Owners Address: Building Site Address: /C EHS ZONALLY APPROVED ❑ RESOLVE PROBLEMS. -PRIOR TO APPROVAL Date: y — `2-0 - O 1 APR 2 4 2001 AP#: BU17E OUNTY �' .A pCA N DIVISION Parcel Acreage: Propertylnformabon Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home A—S FD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel JKSeptic ❑ Well Other Zone District: I \ Date of Zoning Ordinance: General Plan: 2 Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area ® No ❑ Yes Specific Plan ® No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone ® No ❑ Yes, check use ® ❑ Floodplain No Yes Zone: Panel Number: ® ❑ Watershed Protection Zone No Yes Proposed Use Comolies With: IM General Plan Zoning Pr000sed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building.Use Commercial/Industrial/Multi-Family U Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zonin Code Street & Hi hwa 5 Fre Prevention Subdivision Ma Front Side SO Side street Rear Height Environmen Septic Permit Review: Agriculture Affidavit Required `: ':✓;� ❑ No ❑Yes Well Permit Review: :Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: i ❑ Deeds Date of Creation: yLegal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ' ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: f2o e.\zy i3 Z_U -I�-Ps S O CIS RA ASE Map Date of Recording: i 3' 9 --- it ,Z (P / ©% / (� Lot: 1-7 Block: Book: Page: / f� J Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: -1�A RocsoS-FA PL.r'-AwS ( SHOV'w DJJ }SAP 1 S N ALL N aZl�,D1 0 S N 0 1� GVL LO f tx\C- 0-T -Z-0,0 C , S/ So I L- Gk)'rs � -F'f L(. -s OUT S1 iDf-- TNiu (�J1LawG- -:'o0' P*(' JT SNAU_ 43T- U M\Tf- -�> —L*-'�e.S 1 G? (s -U l Cat p) (er T a dJ SA -T o QA" - 1 p PO GtZ.�A'PN) Tb t--� w. i GUTS � J�%LLS . Ll rc 2 r�0V��— O V��CTA�O�i T2Ef—e2, 1211 L& -SS N(--€t--� TO QoAL, m2 Ho��. May 23, 2001 Jerry Rodgers 178 Lazy S Lane Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 011-680-017 Building Permit Number: 01-1119 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Heating and air conditioning manufacturer's specifications do not meet AFUE and SEER requirements of the energy design calcs. I will note on the plans that your heating unit must have a minimum AFUE of 92 and air conditioning units must have a minimum SEER of 13. ZReview of the building plans by the Butte County Building Division engineer has not been A. completed at this time. Any additional comments from the engineer will be addressed in separate F-10( correspondence. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Complete and return your school impact fee form. 2. Complete and return your park impact fee form. Sincerely, Martha Christy Plans Examiner P.S. Plan review response form is not included with this letter because I will make the required changed. Our engineer will contact you when the structural review is complete. Thanks Martha PRC --ECT PROCESSING RECORD AP'PI.ICAn: owNER: PERMIT 9 A. P. #: (oil -Cp M WORK DESCRIPTION: DATE nES-CR1'PTION �j e. l 76 La7y gz,-g28 RESIDENTIAL PLAN , REVIEW GUIDE . _ SINGLE FAMILY, DUPLF.XAAD MISCELLANEOUS ONLY' Owner: 1 l Building Permit Number: Plans Examiner. A. P. Number; GENERAL: Zoning requirements — (number of permitted living units). 2. Building permit valuation. I Plans signed by the designer. '4. Proper description of work on the application. 5' Existing violations on the property. ... 6. Recorded notice of violation. P T PLAN: Complete parcel size and dimensions. pp Setbacks, side yard, easements, Etc."°� d0✓�L ccS or S- Z 3 O/ I Other buildings or structures. D. Grading, fills and/or drainage. 5. ,Flood hazard. Special conditions on Parcel Map (Noise SRA,)ire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. ,e Building or utilities across lot lines (record form). FLOOR PLAN: x Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Buiilding. Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 3.10.4). 4. Skylights (Uniform Building Code section'2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406).,; Required room sizes and ceiling heights (Unifbi Building Code section 310.6). GFCI in baths, garage, kitchen; wet bat; and wderio= iieceptacles (NEC 210). A"' Prohibited locations of gas water hd&teis (Ut'Morm'PhiiAn-- "Code 509& 1213.5). Prohibited locations of gas heating�egnipideat'(Uni6* Mechanical Code 304.5). ),0Garage fm all separation = re -awed on garage side." j;, g sapportmg walls and posts (Uniform Building Code section 302.4 exception )A"-Vood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space)- ,-rSmoke detectors (Uniform Building Code section 310.9:1). ,Y" Nater closet clearances (Uniform Plumbing Code 408.5). 14' Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 5th,5911 STRUCTURAL DETAILS' —� 1. Conventional construction - usually shaped buildings niform Building Code section 2320.5.4). 1 Standard bracing or engineered design in Bifilding Code sedtion 2320.11.3). 3. Clerestory requiring balloon framing and/or engineering. . 4' Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6: Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9.' Rafter ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13: Stud heights. 14. Expansive soil - special foundation design required. 15. Retaining walls requiring design. 16. Special Inspection requirements. 17. Header sizes.. t sum wallboard nailing inspection required. (41f LLANEOUS ITEMS: , it Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006).- Guardrails 006):Guardrails (Uniform Building Code section 509). 3.. Brick or stone veneer (Uniform Building Code section 1403). S .4 - Exterior plaster.- weep screeds (Uniform Building Code section 2506.5). S. Roofpitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). - ltnof covering type = (fire hazard). Foam_ insulation - protection. rIV .35'-' halls and stairways (Uniform Building Code section 1004.3.3.2). cy Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 4Underfloor access and ventilation (Uniform Building Code section 2306.3 &2306.7). 7AAic_A'ccess and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances - LPG requirements. Sound requirements. - = 14. Energy design compliance and supporting documentation. 15 Flashing at all exterior openings. 16 CDF responsible area requirements. �FU,t 80 7. Building PlVelevation irements: c4c 17.1. 17.2. certificate. N l e-Ok CM 17.3. Fire Sprinklers required. 17.4. Special. Inspection requirements. 17.5. Use Peimh conditions. 17.6. Sub -Standard Housing letter. Page 2 of -2 wmot�) - Ar -UE CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ---------------------------------------------------------------- Project Title.......... Jerry Rogers Date..05/01/01 04:30.36 Project Address........ Lot 17 Rocky Bluff Subd. *******-------------- ----- Chico, Ca. *v5.10* /_ Il1� Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering U./. 4 20 Declaration Drive Plan Check */ Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... li --------------------- Compliance Method ...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- I MICROPAS5 v5.10 File -7355 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Jerry Rogers ---------------=--------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type..... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 3281 sf Single Family Detached New Front Facing 170 deg (S) 1 1 Slab On Grade 25.5 `s of floor area 0.52 Btu/hr-sf-F 0.65 9.5 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type ------- R -value -------- R -value -------- R -value ------- U -value Location/Comments ------- ------------------------ ------------ Wall Wood R-13 R-0 R-13 0.088 Roof Wood R-11 R-27 R-38 0.025 Orientation -------------------- Window Front (S) Window Front (S) Window Front (S) Window Front (S) Window Front (S) Window Front (S) Window Front (S) Window Front (S) Window Front (S) Window Right (SE) Door . Back (N) Window Left (NW) FENESTRATION ------------ Area U- (sf) Value SHGC 6.0 15.0 15.0 6.0 18.0 28.0 18.0 15.0 12.0 20.0 18.0 28.0 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.510 0.650 0.510 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 0.650 Over - Interior Exterior hang/ Shading Shading -------------- Fins ----- --------------- Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Stand zd Yes Standard S�a�n (00W' 11 !� Yes Standard Standard ; gSt-andaRq Yes S9"§X6`6,rEPAR Ws Standard Stan ar Yes Standard S�t"a� i— Yes Standard Standar Yes Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R --------------------------------------------------------- ------------- Project Title.......... Jerry Rogers Date..05/01/01 04:30:36 MICROPAS5 v5.10 File -7355 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Jerry Rogers ------------------------------------------------------------------------------- FENESTRATION SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 1919 Standard Slab 1362 JU RE COL Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading -------------- Fins ----- -------------------- Window Back (N) ----- 35.0 ------ 0.510 ------ 0.650 --------------- Standard Standard Yes Window Back (N) 35.0 0.510 0.650 Standard Standard Yes Window Back (NE) 28.0 0.510 0.650 Standard Standard Yes Window Back (N) 64.0 0.510 0.650 Standard Standard Yes Window Left (NW) 15.0 0.510 0.650 Standard Standard Yes Window Back (N) 25.0 0.510 0.650 Standard Standard Yes Window Back (NE) 15.0 0.510 0.650 Standard Standard Yes Window Back (N) 18.0 0.510 0.650 Standard Standard Yes Window Back (N) 48.0 0.510 0.650 Standard Standard Yes Window. Back (N) 18.0 0.510 0.650 Standard Standard Yes Window Left (NW) 21.0 0.510 0.650 Standard Standard Yes Window Back (N) 20.0 0.510 0.650 Standard Standard Yes Window Back (N) 20.0 0.510 0.650 Standard Standard Yes Window Back (NE) 20.0 0.510 0.650 Standard Standard Yes Window Back (NE) 24.0 0.510 0.650 Standard Standard Yes Window Back (NE) 20.0 0.510 0.650 Standard Standard Yes Window Left (W) 15.0 0.510 0.650 Standard Standard None Window Left (W) 15.0 0.510 0.650 Standard Standard None Window Left (W) 9.0 0.510 0.650 Standard Standard None Window Left (W) 40.0 0.510 0.650 Standard Standard None Window Left (W) 17.0 0.510 0.650 Standard Standard None Window Left (W) 28.0 0.510 0.650 Standard Standard None Window Right (E) 12.0 0.510 0.650 Standard Standard Yes Window Right (E) 20.0 0.510 0.650 Standard Standard Yes Window Right (E) 24.0 0.510 0.650 Standard Standard Yes Window Right (E) 20.0 0.510 0.650 Standard Standard Yes Skylight Horz 6.0 0.670 0.730 None None None Skylight Horz 6.0 0.670 0.730 None None None SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 1919 Standard Slab 1362 JU RE COL CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title Jerry Rogers Date..05/01/01 04:30:36 ----------------- MICROPAS5 v5.10 File -7355 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Jerry Rogers ------------------------------------------------------------------------------- Equipment Type ---------------- Furnace ACSplit Furnace ACSplit Minimum Efficiency ------------ 0.920 AFUE 13.00 SEER 0.920 AFUE 13.00 SEER HVAC SYSTEMS Duct Duct Tested Duct ACOA Thermostat Location R -value Leakage Manual D Type ------------ Attic ------- R-4.2 --------- No --------- No ------- Setback Attic R-4.2 No No Setback Attic R-4.2 No No Setback Attic R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater.Type Distribution Type System Factor ------------ ----------- ------------------- ------ -------- Storage Gas Standard 1 0.610 REMARKS Tank External Size Insulation (gal) R -value ------ 50 ---------- R- n/a x"11° ANG DEPq PROVEF. A CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R -------------------------------------------------------------------- Project Title.......... Jerry Rogers Date..05/01/01 04:30.36 I MICROPAS5 v5.10 File -7355 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Jerry Rogers ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Jerry Rogers Company. Address. Lot 17 Chico, Ca. Phone... License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Jim Peterson Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... 530-893-1600 Signed.. - 5-1-0( (date) DIEPA�, MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R -------------------------------------------------------------- Project Title.......... Jerry Rogers Date..05/01/01 04:30.36 Project Address........ Documentation Author... Climate Zone.......... Lot 17 Rocky Bluff Subd. ******* --------------------- Chico, Ca. Jim Peterson Northstar Engineering 20 Declaration Drive Chico, CA 95973 530-893-1600 11 Building Permit # Plan Check / Date Field Check/ Date Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -7355 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Jerry Rogers Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative and Gas Logs 1. Masonry and factory -built fireplaces have: to comply"with 14 Gas Appliances to) 9.0v let.' MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ----------------------------------------------------------------- Project Title.......... Jerry Rogers Date..05/01/01 04:30:36 MICROPAS5 v5.10 File -7355 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Jerry Rogers ------------------------------------------------------------------------------- a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance ✓ with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect ✓ hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. NWITE CW 2. System is installed with: a. At least 36 inches of pipe between filter and he,, for future solar heating. UJNG��� VF, MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R --------------------------------------------------------------- Project Title.......... Jerry Rogers Date..05/01/01 04:30:36 MICROPASS v5.10 File -7355 Wth-CTZ11S92 Program -FORM MF -1R I I User#-MP2089 User-Northstar Engineering Run -Jerry Rogers ------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement / allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Jerry Rogers Date..05/01/01 04.30.36 Project Address........ Lot 17 Rocky Bluff Subd. ******* --------------------- Chico, Ca. *v5.10* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method..:... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -7355 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -Jerry Rogers ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design ---------- Design ---------- Margin = ---------- _ ------------------------ = Space Heating.......... 13.59 13.04 0.55 = = Space Cooling.......... 11.78 12.95 -1.17 = = Water Heating.......... 8.68 7.53 1.15 = = Total 34.05 33.52 0.53 = _ *** Building complies with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... 3281 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 170 deg (S) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 2 31035 cf 3281 sf 25.5 % of floor area 0.52 Btu/hr-sf-F 0.65 9.5 ft UNT ,NG DEpARp,,- Ppm ®N COMPUTER METHOD SUMMARY Page 2 C -2R ---------------------- Project Title.......... Jerry Rogers Date..05/01/01 04:30:36 MICROPAS5 v5.10 File -7355 Wth-CTZ11S92 Program -FORM C -2R I User#-MP2089 User-Northstar Engineering Run -Jerry Rogers ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION OPAQUE SURFACES Floor Area # of Insul Act Vent Vent Air (sf) Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units ----- itioned ------- Type ----------- (ft) ----- (sf) -------- Credit --------- -------------- ZONE 1 ----- ------- Yes W.13.2X4.16 2 Wall 114 0.088 Residence 1919 18550 1.00 Yes Setback 2.0 Standard No ZONE 2 170 90 Yes W.13.2X4.16 6 Wall 63 0.088 Residence 1362 12485 0.00 Yes Setback 2.0 Standard No OPAQUE SURFACES AJITECGLW� APPR^j , Area U- Insul Act Solar Form 3 Location/ Surface (sf) value ----- R-val ----- Azm --- Tilt Gains ---- ----- Reference Comments ------------ ---------------- -------------- ZONE 1 ------ 1 Wall 210 0.088 13 170 90 Yes W.13.2X4.16 2 Wall 114 0.088 13 170 90 Yes W.13.2X4.16 3 Wall 165 0.088 13 170 90 Yes W.13.2X4.16 6 Wall 63 0.088 13 350 90 Yes W.13.2X4.16 7 Wall 26 0.088 13 305 90 Yes W.13.2X4.16 8 Wall 38 0.088 13 350 90'Yes W.13.2X4.16 9 Wall 26 0.088 13 35 90 Yes W.13.2X4.16 10 Wall 50 0.088 13 350 90 Yes W.13.2X4.16 11 Wall 26 0.088 13 305 90 Yes W.13.2X4.16 12 Wall 29 0.088 13 350 90 Yes W.13.2X4.16 13 Wall 26 0.088 13 35 90 Yes W.13.2X4.16 14 Wall 108 0.088 13 350 90 Yes W.13.2X4.16 21 Wall 266 0.088 13 260 90 Yes W.13.2X4.16 23 Wall 54 0.088 13 80 90 Yes W.13.2X4.16 24 Roof 1907 0.025 38 n/a 0 Yes R.38.2X4.24 ZONE 2 4 Wall 240 0.088 13 170 90 Yes W.13.2X4.16 5 Wall 34 0.088 13 125 90 Yes W.13.2X4.16 15 Wall 33 0.088 13 305 90 Yes W.13.2X4.16 16 Wall 50 0.088 13 350 90 Yes W.13.2X4.16 17 Wall 34 0.088 13 35 90 Yes W.13.2X4.16 18 Wall 26 0.088 13 35 90 Yes W.13.2X4.16 19 Wall 30 0.088 13 35 90 Yes W.13.2X4.16 20 Wall 249 0.088 13 260 90 Yes W.13.2X4.16 22 Wall 561 0.088 13 80 90 Yes W.13.2X4.16 25 Roof 1362 0.025 38 n/a 0 Yes R.38.2X4.24 AJITECGLW� APPR^j , COMPUTER METHOD SUMMARY Page 3 C -2R ----------------------------------------------------------------- Project Title.......... Jerry Rogers Date..05/01/01 04:30.36 MICROPAS5 v5.10 File -7355 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -Jerry Rogers ------------------------------------------------------------------------------- FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- ZONE 1 1 Window Front (S) 6.0 0.510 0.650 170 90 Standard/0.76 Standard/0.68 2 Window Front (S) 15.0 0.510 0.650 170 90 Standard/0.76 Standard/0.68 3 Window Front (S) 15.0 0.510 0.650 170 90 Standard/0.76 Standard/0.68 4 Window Front (S) 6.0 0.510 0.650 170 90 Standard/0.76 Standard/0.68 5 Window Front (S) 18.0 0.510 0.650 170 90 Standard/0.76 Standard/0.68 6 Window Front (S) 28.0 0.510 0.650 170 90 Standard/0.76 Standard/0.68 7 Window Front (S) 18.0 0.510 0.650 170 90 Standard/0.76 Standard/0.68 8 Window Front (S) 15.0 0.510 0.650 170 90 Standard/0.76 Standard/0.68 11 Door Back (N) 18.0 0.650 0.650 350 90 Standard/0.76 Standard/0.68 12 Window Left (NW) 28.0 0.510 0.650 305 90 Standard/0.76 Standard/0.68 13 Window Back (N) 35.0 0.510 0.650 350 90 Standard/0.76 Standard/0.68 14 Window Back (N) 35.0 0.510 0.650 350 90 Standard/0.76 Standard/0.68 15 Window Back (NE) 28.0 0.510 0.650 35 90 Standard/0.76 Standard/0.68 16 Window Back (N) 64.0 0.510 0.650 350 90 Standard/0.76 Standard/0.68 17 Window Left (NW) 15.0 0.510 0.650 305 90 Standard/0.76 Standard/0.68 18 Window Back (N) 25.0 0.510 0.650 350 90 Standard/0.76 Standard/0.68 19 Window Back (NE) 15.0 0.510 0.650 35 90 Standard/0.76 Standard/0.68 20 Window Back .(N) 18.0 0.510 0.650 350 90 Standard/0.76 Standard/0.68 21 Window Back (N) 48.0 0.510 0.650 350 90 Standard/0.76 Standard/0.68 22 Window Back (N) 18.0 0.510 0.650 350 90 Standard/0.76 Standard/0.68 31 Window Left (W) 9.0 0.510 0.650 260 90 Standard/0.76 Standard/0.68 32 Window Left (W) 40.0 0.510 0.650 260 90 Standard/0.76 Standard/0.68 33 Window Left (W) 17.0 0.510 0.650 260 90 Standard/0.76 Standard/0.68 34 Window Left (W) 28.0 0.510 0.650 260 90 Standard/0.76 Standard/0.68 39 Skylight Horz 6.0 0.670 0.730 170 0 None/1 None/1 40 Skylight Horz 6.0 0.670 0.730 170 0 None/1 None/1 ZONE 2 9 Window Front (S) 12.0 0.510 0.650 170 90 Standard/0.76 Standard/0.68 10 Window Right (SE) 20.0 0.510 0.650 125 90 Standard/0.76 Standard/0.68 23 Window Left (NW) 21.0 0.510 0.650 305 90 Standard/0.76 Standard/0.68 24 Window Back (N) 20.0 0.510 0.650 350 90 Standard/0.76 Standard/0.68 25 Window Back (N) 20.0 0.510 0.650 350 90 Standard/0.76 Standard/0.68 26 Window Back (NE) 20.0 0.510 0.650 35 90 Standard/0.76 Standard/0.68 27 Window Back (NE) 24.0 0.510 0.650 35 90 Standard/0.76 Standard/0.68 28 Window Back (NE) 20.0 0.510 0.650 35 90 Standard/0.76 Standard/0.68 29 Window Left (W) 15.0 0.510 0.650 260 90 Standard/0.76 Standard/0.68 30 Window Left (W) 15.0 0.510 0.650 260 90 Standard/0.76 Standard/0.68 35 Window Right (E) 12.0 0.510 0.650 80 90 Standard/0.76 Standard/0.68 36 Window Right (E) 20.0 0.510 0.650 80 90 Standard�/.'0J.J7i(Lz [/Standard/0.68 37 Window Right (E) 24.0 0.510 0.650 80 90 StandarW0.76 Sandard/0.68 38 Window Right (E) 20.0 0.510 0.650 80 90 StanadaPdi% ale;6 S:tardard/0.68 01PIOROV %� COMPUTER METHOD SUMMARY Page 4 C -2R ------------------------------------------------------------- Project Title.......... Jerry Rogers Date..05/01/01 04:30:36 --------------- ------------------------------------------------------------------------------- I MICROPAS5 v5.10 File -7355 Wth-CTZ11S92 Program -FORM C -2R I User#-MP2089 User-Northstar Engineering Run -Jerry Rogers ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- RE 7V 1QhYG 4' �U4�pd•X: Area Left Rght Surface (sf) Wdth Hgth Dpth Hght ---- Ext ---- Ext ---- Ext ---- Dpth ---- Hght ---- Ext ---- Dpth ---- Hght ---- ----------- ZONE 1 ----- ----- ----- ---- 1 Window 6.0 2.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 15.0 3.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 15.0 3.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 6.0 2.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 18.0 3.0 6.0 11.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 28.0 3.5 8.0 11.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 18.0 3.0 6.0 11.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 15.0 3.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Door 18.0 2.5 6.8 22.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 28.0 4.0 7.0 4.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 35.0 5.0 7.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 35.0 5.0 7.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 28.0 4.0 7.0 4.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 64.0 8.0 8.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 15.0 3.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 25.0 5.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 15.0 3.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 18.0 3.0 6.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 48.0 6.0 8.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 18.0 3.0 6.0 8.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a ZONE 2 9 Window 12.0 4.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 20.0 4.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 21.0 3.0 7.0 4.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 20.0 4.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 20.0 4.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 20.0 4.0 5.0 4.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 24.0 4.0 6.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 20.0 4.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 35 Window 12.0 3.0 4.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 20.0 4.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 37 Window 24.0 3.0 4.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 38 Window 20.0 4.0 6.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a RE 7V 1QhYG 4' �U4�pd•X: COMPUTER METHOD SUMMARY Page 5 C -2R --------------------- ------------------------ ----------------------------------- Project Title.......... Jerry Rogers Date..05/01/01 04:30:36 I MICROPAS5 v5.10 File -7355 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -Jerry Rogers ------------------------------------------------------------------------------- SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ ZONE 1 Standard Slab 1919 ZONE 2 Standard Slab 1362 HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.610 50 R- n/a REMARKS Minimum Duct Duct Tested Duct ACCA Duct System Type ---------------- Efficiency ------------ Location ------------- R -value ------- Leakage --------- Manual D --------- Eff ------- ZONE 1 Furnace 0.920 AFUE Attic R-4.2 No No 0.737 ACSplit 13.00 SEER Attic R-4.2 No No 0.645 ZONE 2 Furnace 0.920 AFUE Attic R-4.2 No No 0.737 ACSplit 13.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.610 50 R- n/a REMARKS 1 RESIDENTIAL. GAS WATER HEATERS Co - - � 7-.', 1( = � 5 -YEAR TANK WARRANTY 1 -YEAR FMTS WARRANTY FOAM INSULATED/ENERGY-EFFICIENT TALL MODELS CiNfIllfLi FRAWRES Anode Red protects egeirtst tank corrosion. Convenient S-aettlno Timperaturre Control allows homeowner to tailor water temperature to ind'ndduel needs. Faetory4nvtalled Tenrparshrre and Pressure (T&PI Relief Valve.• Revd% -iv %.&"n>rs AGA. Cerlffled FAMW Cut -M Q&C.rD.) safety feature, turelgy4lavlAq PIIbL Nylon Drain Vdvo. Ma hm m Mydneltatk working preeme 150 PSL Mandl WM0 uniftr as or mere two" at Patent Nunawt 4,447,377, 4,527,543, 4,505,231, 5,020,512 0r 5,379.507. Canadian Patent Numbers, 1,151,480, 1,229,270, 1,264,622, 1,325,447, 1,324,325 and other Canadian Patents pending. — ---- --- — Medd NUMbsr TALL MODELS Cap. aa f PPw Hogvwd1 ProL �y Avec. yVRin �0►a Wfi o" Vitt. obs.) 1W 4& OV A a c D E F PRV .61 137.3 41.5 62.2 62% 58 1 20 15 8 M% 3'-4" 159 +RV•50.IOCT-42W 50 36,000 .61 137.3 41.5 1622 1 63 58K 1 22 15 8 52°/, 'W-4" 169 PRV.4()NOCT0,52W 40 35,000 .637 W. 36.4 54.5 1 64;4 60 ' 20 15 8 581 T-4• 159 PRV-50-NOCT-32W 50 36,000 .60 1 nil 38_!_57 1 60 j 561A22 15 8 51 3' 165 `Nom Ploo n to 3- oro vein Pipe on 40 oetlon MOON. r,@ t0 smvsain pop pods neem iftw it, rn,p In mmw mmMr rvery (NYrlANY11`4910 When ordennp prepare, chergeIN' to'p' in MOON Mdrber (PpV-40-P=442W). ANODE CON NeLTtO II��' NNW" VALVE oN ANODE f`OMIECnON DO�COMNWECI 10N VALVE lilleete Catlfernle Water HeatUO 13~ in any of the 18 CUMSte Zones without an external R"12 IrmAstlon Wrap. Some job specllicrations may require a thermostat 01110111a mwtimum setting of 14WF. This must be spetafied when ordering. All models design itified by A.O.A. Laboratories, Inc., acosxding 10 ANSI Z21 .10.1 Standards covering storage -type water heaters. AO models meet or exceed Federal Minimum Energy Standards elleo- tive January 1, 1990, according to the NATIONAL. APPLIANCE ENERGY CONSERVATION ACT (NAECA) of 1987 er As a gonal matter, these federal standards preempt State and local standards, and any other state and local reguiremeft with respect to energy eftency or energy use of these water treaters. At models also comply with the latest edftm of the C,4 . BpNational Codes. U.B.C., SB.c c., CA610. and the H.U.D. standards. a c F AB c Warrsmy dotaite available tt nearest State sales office. Sp9ocatlons are subject to change'wlth- 40 GALS so GALLON out prior notice. MODEL MODEL 0 0 INOUSMIM INC. 500 By Pass Road, Ashland299 _City, TN 37015.1 Copyright State Industries, Inc. 1990 Printed in U.S.A. T24/V95 W NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT JEKKY 21,p&51ZS JOB NO. -7 LOCATION DATE -4-2.6-01 CODES: Uniform Building.Code, 1997 Edition RISC, Manual ofSteel Construction, 9th Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28. Days Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi,_Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for 14 and. smaller A-615 Grade 60 for D5 and larger Structural Steel: ASTM A-36 TT` , StASTM A53 Grade eel Tubing: AS M A500,Grade A or.B ECEI v E'lachine Bolts, Anchor Bolts: ASTM A307 Grade A MAY2001 Wood Connectors: Simpson Strong. -Tie or equal. 0 4 Wood: Struct Lt Framing, Joists & Planks: D. F. €2 . BUTTE COUNTY Beams & Stringers, Posts & Timbers: D. F..nl BUILDING Di1l.ywood: A. P.A. Rated Sheathing, Grade CD, UBC Std 25-9 OR OSB. of ea-aal­ or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Sir -ole Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination - LOADS: Roof .Live Load: I(� psf Floor Live Load: 'g �, psf Seismic . Zone Wind. Speed: %5 mph Exposure: G . Method 2 used unless otherwise noted.. Allowable Soil Bearing psf ARE SPECIAL INSPECTIONS REQUIRED GENERAL: Any structural or. non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not, the responsibility of NorthStar Engineering. Verification of th-e soil conditions at the project site to determine the expansion index or bearing capacity is by others.. Page 1 of 2 -j -NorthStar 20 DECLARATION DRIVE ENGINEERINGcHlco, CA 95973 BY: JMR 530-893-1600 4/25/01 FAX 530-893-2113 JOB NO: 7355 PG. 2 OF PARTIAL LATERAL DESIGN FOR SINGLE.FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWOOD 1.5 PSF . FRAMING 3.0 PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF LATERAL LOADS: SEISMIC: 2.5 * 0.36 * W = 0.200 W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = 0.36 PER UBC TABLE 16 - Q r-max=(V/4)*10/(Iw*V)=2.5/Iw=2.5/8'= 0.3125 p = 2 - 20 / (r -max * (Ab)^0.5) = 2 - 20 / (r -max * 5362^0.5) = 1.13 p= 1.13 E- = p VW 0.225 W .(PER UBC EQ. 30-1) NET FORCE = 0.225 W / 1.4 = 0.161 W WIND: EXPOSURE = C METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15'. = 1.06 Cq*qs*Ce = 0.0200 KSF 15'- 20' = 1.13 = 0.0213 KSF 20'- 25' = 1.19 = 0.0224 KSF 25'- 30' = 1.23 = 0.0232 KSF 30'- 40' = 1.31 = 0.0247 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with -a footing depth below frost line (per local requirements). :w a BY: DATE: JOB NO: % ZfL) Zj PAGE �j OF NorthStar ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 �, By: MEM KorthStar Date: 4/25(01 ENGINEERING Job No. 7355 Page -4 of PARTIAL LATERAL DESIGN LINE: "D" COMPLIES WITH U.B.C. SECTION 2320, THEREFORE NO ANALYSIS REQUIRED SHEAR WALL LINE 1: INDICATES LENGTH OF DIAPHRAGM\ WITHOUT SHEAR PANEL, TYP. L1 I Lsw1 I L2 I Lsw2 � L3 �Lsw3 � L4 L1 = 11 FT Lsw1 = 7 FT. L2 = 9 FT Lsw2 = 4 FT L3 = 21.33 FT Lsw3 = 8 FT L4 = 6.34 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT W = 33.4225 K TOTAL LENGTH OF WALL -(L) = 389 FT^2 66.67 FT 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 5.38 K L5 1.Lsw5 L L6 LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 7.77 K LATERAL FORCE THAT GOVERNS = 7.77 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.161 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1460 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 125 FT LENGTH OF TRIBUTARY WALLS INTERIOR (LWnt) = 88.5 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwext) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwint) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint). W = 33.4225 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 389 FT^2 WIND PRESSURE (P) = ++ 0.0200 KSF •'r fi* By: MEM Date: 4/25/01 Job No. 7355 Page j of SHEARWALL LINE 1: liorthStar 4 ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 LATERAL FORCE.PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) V = 0.409 KLF UPLIFT FORCE (Fuplift) = v.* Hwall = 3.68 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) i Fdwn 0.19 K NET UPLIFT FORCE = Funlift - Fdwn = 3.49 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (VI L) * L1 = 1.28 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 0.76 K DSF3 = v * Lsw1 - (V/ L) * (L1 + Lsw1 + 1-2) _ -0.28 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) _ 0.89 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) _ -1.60 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.74 K DSF7 = v * (Lsw1. + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + L.sw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L)(L1 + Lsw1 + L2 +.Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE 1.28 K MIN. DRAG STRUT FORCE _ -1.60 K USE: 'HEAR WALL NO. 3 'HW HOLDOWN ON 2- 2X WITH SSTB20 A.B. .STA36 STRAP AT ALL TOP PLATE SPLICES V By: MEM Date: 4/25/01 Job No. 7355 j Page (� of I SHEAR WALL LINE 2: I INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 LLsw1 I, L2 1, Lsw2 1, L3 LLsw3 I, L4 L Lsw4, L5 I,Lsw5 I, L6 L1 = 5.33 FT Lsw1 = 12 FT L2 = 11.67 FT Lsw2 = 8 FT L3 = 0.5 FT LSw3 = 4 FT L4 = 10.33 FT Lsw4 = 2.67 FT L5 = 14.67 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 69.17 FT SHORTEST LENGTH OF SHEAR WALL = 2.67 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 9.10 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 13.50 K . LATERAL FORCE THAT GOVERNS V = 13.50 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.161 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 2737 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 143 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 177 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIG. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 56.579 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 675 FT"2 WIND PRESSURE (P) = 0.0200 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.506 KIL UPLIFT FORCE (Fuplift) = v * Hwall = 4.55 K By: MEM Date: 4/25/01 Job No. 7355 Page .7 of SHEAR WALL LINE 2: N®rthSt�r ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.13 K NET UPLIFT FORCE = Fu lift - Fdwn = 4.43 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 1.04 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 2.69 K DSF3 = v * Lsw1 - (V / L) *. (L1 + Lsw1 + 1-2) = 0.41 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 2.90 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1.+ Lsw1 + L2 + Lsw2 + 1-3) = 2.80 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) = (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 4.05 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 2.03 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 2.86 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 4.05 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO.4 W5 HOLDOWN ON 2- 2X WITH SSTB24 A.B. 61STC52 STRAP AT ALL TOP PLATE SPLICES 'r By: MEM Date: 4/27/01 Job No. 7355 Page ?2 of SHEAR WALL LINE 3: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NdrthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 I Lsw1 L L2 LLsw2 L L3 LLsw3 L L4 L Lsw41 L5 LLsw5 I L6 L1 = 18.5 FT Lsw1 = 8 FT L2 =• 2 FT Lsw2 = 5.5 FT L3 = 7.5 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH .OF WALL (L) = 41.5 FT SHORTEST LENGTH OF SHEAR WALL = 5.5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 5.82 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 6.51 K LATERAL FORCE THAT GOVERNS V = 6.51 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.161 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1649 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 126 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 89 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 36.163 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 326 FT^2 WIND PRESSURE (P) = 0.0200 KSF LATERAL FORCE PER. UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.483 KIL UPLIFT FORCE (Fuplift) = v * Hwall = 4.34 K By: MEM'. Date: 4/27/01 Job No. 7355 Page of SHEAR WALL LINE 3: ®rthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.26 K NET UPLIFT FORCE ='Fu lift - Fdwn = 4.08 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 2.90 K DSF2 = v. * Lsw1 - (V /, L) * (L1 + Lsw1) _ -0.30 K DSF3 = v * Lsw1 - (V/ L) * (L1 + Lsw1 + 1-2) _ -0.61 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2.+ Lsw2) _ 1.18K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v' (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L7 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 +. Lsw4) DSF8 = 0.00 .K DSF9 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE _ 2.90 K MIN. DRAG STRUT FORCE _ -0.61 K USE: SHEAR WALL NO. 3 3HD5 HOLDOWN ON 2- 2X WITH SSTB24 A.B. 61STC40 STRAP AT ALL TOP PLATE SPLICES ♦A By: MEM Date: 4/27/01 Job No. 7355 Page p of SHEAR WALL LINE 4: a INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, .TYP. L1 I,Lsw1 I, L2 1, Lsw2 I, L3 I,Lsw3 I L4 I, Lsw4, L5 I,LSW5 I, L6 L1 = 26.5 FT Lsw1 = 4 FT L2 = 7 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT . Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 37.5 FT SHORTEST LENGTH OF SHEAR WALL = 0 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 0.92 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 0.64 K LATERAL FORCE THAT GOVERNS V = 0.92 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.161 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 259 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 24.5 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10.67 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 5.71732 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 32 FT^2 WIND PRESSURE (P) = 0.0200 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.230 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.45 K By: MEM Date: 4/27/01 Job No. 7355 Page I of SHEAR WALL LINE 4: Oka month t r ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-8937-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 /"2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.00 K NET UPLIFT FORCE = Fu lift - Fdwn = 2.45 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.65 K DSF2 = v * Lsw1 - (V / L) * (L1 + �sw1) = 0.17 K DSF3 =•v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + 1-2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 =.v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw/ + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 +..L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 =. 0.00 K. DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (VI/ L) * (L1,+ Lsw1 + L2 + Lsw2 + L3 +.Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 0.65 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 1 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. LSTA36 STRAP AT ALL TOP PLATE SPLICES By: MEM, Date: 4/25/01 Job No. 7355 Page 17 of SHEAR WALL LINE A: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. AorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 Lsw1 L2 Lsw2 L3 ILsw3 L4 L§4 L5 Lsw5 L6 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF L 123 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 14 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT L1 = 20 FT Lsw1 = 8 FT L2 = 67.17 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 95.17 FT SHORTEST LENGTH OF SHEAR WALL = 8 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 4.55 K LATERAL. WIND FORCE ON WALL (Vw) = AREAw * P = 3.92 K LATERAL FORCE THAT GOVERNS V = 4.55 K SEISMIC GOVERNS i WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.161 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1341 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF ' LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 123 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 14 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 28.27125 K ' TRIBUTARY WALL AREA FOR WIND (AREAw) = 196 FT^2 WIND PRESSURE (P) = 0.0200 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.568 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 5.12 K y EKE By: MEM amorthStar 20 DECLARATION DRIVE Date: 4/25/01 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7355 530-893-1600 Page 13 of FAX 530-893-2113 SHEAR WALL LINE A: (CONTINUED) DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lswl / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.38 K NET UPLIFT FORCE = Fu lift - Fdwn = 4.73 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.96 K DSF2 = v * Lswl - (V /, L) * (L1 + Lswl) = 3.21 K DSF3 = v * Lswl - (V/ L) * (L1 + Lswl + 1-2) = 0.00 K DS F4 = v * (Lswl + Lsw2) - (V / L) * (L1 + Lswl + L2 + Lsw2) = 0.00 K DSF5 = v * (Lswl + Lsw2) - (V / L)'* (L1 + Lswl + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lswl + Lsw2 + Lsw3) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3'+ Lsw3) = 0.00 K DSF7 = v * (Lswl + Lsw2 + Lsw3) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lswl + Lsw2 + Lsw3 + Lsw4) - (V / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K. DSF9 = v * (Lswl + Lsw2 + Lsw3 + Lsw4) - (V / L)(L1 + Lswl,+ L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE 3.21. K MIN. DRAG STRUT FORCE = 0.00 K USE: 'HEAR WALL NO. 5 'HD6 HOLDOWN ON 4X POST WITH SSTB34 A.B. ASTC40 STRAP AT ALL TOP PLATE SPLICES o By: MEM Date: 4/25/01 Job No. 7355 Page of SHEAR WALL LINE B: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 . I, Lsw1 I. L2 an N or tar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L3 LLsw3 L L4 L Lsw4, L5 Lsw5 � L6 L1 = 8 FT Lsw1 = 14 FT L2 = : 79.17 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 101.17 FT SHORTEST LENGTH OF SHEAR WALL = 0 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 4.64 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 4.52 K LATERAL FORCE THAT GOVERNS = 4.64 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.161 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1453 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 44.5 FT. LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 118 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 28.856 K TRIBUTARY WALL AREA FOR. WIND (AREAw) = 226 FT^2 WIND PRESSURE (P) = 0.0200 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.332 KIL UPLIFT FORCE (Fuplift) = v * Hwall = 2.98 K By: MEM North Star 20 DECLARATION DRIVE Date: 4/26/01. ENGINEERING cHlco, CALIFORNIA 3 1600 973 Job No. 7355 Page 5, of FAX 530-893-2113 SHEAR WALL LINE B: (CONTINUED) DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lswl / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.00 K NET UPLIFT FORCE = Fu lift - Fdwn = 2.98 K HOLDOWN REQUIRED DRAG STRUT FORCE 3 DSF1 = (v/ L) * L1 = 0:37 K DSF2 = v * Lswl - (V / L) * (L1 + Lswl) = 3.63 K DSF3 = v * Lswl - (V / L) * (L1 + Lswl + 1-2) = 0.00 K DSF4 = v * (Lswl + Lsw2) - (V / L) * (L1 + Lswl + L2 + Lsw2) = 0.00 K DSF5 = v * (Lswl + Lsw2) - (V / L) * (L1 + Lswl + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lswl + Lsw2 + Lsw3) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lswl + Lsw2 + Lsw3) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lswl + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lswl + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K, DSF10 = v * (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 3.63 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 2 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. CMSTC16 STRAP W/ 16d NAILS AT 6" O.C. INTO 4X BLOCKING OR 4X RAFTER 1 . j By: MEM Date: 4/25/01 Job No. 7355 Page ((D of SHEAR WALL LINE C: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. -NorthStar ENGINEERING L1 I,Lsw1 I, L2 I,Lsw2 I, L3 LLsw3 I L4 L1 = 27.17 -FT Lsw1 = 15 FT L2 = 5 FT Lsw2 = 8 FT L3 = 27.5 FT Lsw3 = 4 FT L4 = 12 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT W = 40.411 K TOTAL LENGTH OF WALL (L).= 98.67 FT 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 6.50 K L5 I, Lsw5 I, L6 LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 6.06 K LATERAL FORCE THAT GOVERNS V = 6.50 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.161 j TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1613 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 137 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 177 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 40.411 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 303 FT^2 WIND PRESSURE (P) = 0:0200 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 +' Lsw2 + Lsw3 + Lsw4 + Lsw5) IV = 0.241 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.17 K By: MEM Date: 4/25/01 Job No. 7355 Page 1-7 of SHEAR WALL LINE C: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.19 K NET UPLIFT FORCE = Fu lift - Fdwn = 1.97 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 1.79 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.83 K DSF3 = v * Lsw1 - (V/ L) * (L1 + Lsw1 + 1-2) = 0.50 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 1.90 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) = 0.09 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.79 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K ' DSF10 = v* (Lsw1 + LsW2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 +12 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.90 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 1 DHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B. MSTC28 STRAP AT ALL TOP PLATE SPLICES I ` I BY: I DATE: 1 j JOB NO: / �jljlj PAGE L OF I " AbnrthStar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 SHEAR WALL SCHEDULE SHEAR WALL A 0 ALLOWABLE LOAD/FOOT 260 380 490 550 640 _760 . 980 .. PLYWOOD 1'2'3 3/8" 3/8" 3/8' 3/8" 3/8" 3/8"CDX 3/8"CDX CDX CDX CDX 5TRUCT I GD>c 2 SIDES 2 SIDES EDGE NAILING5 8d 0 6" 8d is 4i3 8d P 3i3 8d 0 3i3 8d A 2i3 8d is 4"_3 8d H 3" 3 FIELD NAILING15 8d 0 12" 8d 93 12" 8d is 12" 8d is 12" 8d P 12" 8d ts 12". 8d A 12" SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X SILL NAILING b TO FLOOR 16d 0 4" 16d is 3" . 16d A 3" irod is 4" 9 I&d 03 3" 9 "9 Ibd o 3119 16d 0 3" 9 CLIP, BLOCK L55O L55O L590 L590 L590 L69O 1_590 TO PLATE A 22" A 14" A I6" 0161, 0 12" 0 12" 5/8u ANCHOR BOLT 48" oz. 18" oz. 14" 6z. 12" oz. 28'.'oz*. 24" ob., IS"- oz... . SPACING . e 1/2" m 1/2" m 1/2" m I/2" m I/2" m 1/2" m I/2" m 36" oz. 13" oz. 10" oz. 9" oz 18" oz. 15" dz. IN' o.C. I. OVER DOUGLAS FIR STUDS a 16" O.G., HEM -FIR TOP PLATES ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE AS SHOWN IN NOTE $4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. NAILS SHALL BE 8d HOT DIPPED GALVANIZED OR 8d COMMONS 6. ' DOUGLAS FIR SILLS REQUIRED, STAGGER ALL SILL NAILS AT WOOD FLOORS 1. SIMPSON MANUFACTURED CLIPS AT 24" O.G. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRU55 CHORD OR RAFTER PER DETAIL. 8.. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER. 9. REQUIRES' 2 ROWS STAGGERED Q PREDRILLED i . BY: DA _: JO- NO: -% ? OF P&wthStar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530.893.2113 DL-SIGNI VALUES FOR . ANCHOR BOLTS AND SILL NAILS SHEAR WALL Q Q Q � 0 0 Q ALLOWABLE LOAD/FOOT 2c0 380 490 550 540 �60 980 SILL NAIL 1 icd ta 4" lcd r 3" !cd (a 2 ROWS 2 ROWS 2 ROWS 2 POWS Icd 03 4" !cd ,3 3" Icd 3" Icd 3" NAIL CAPACITY 3c6 4G0 490 t32 980 980 980 2 5/3" C, 5/8" 0 3 5/8" ¢ 3 5/8" ^ 3 5/8„ 5/8,,.0 5/8„ 0 ANCHOR BOLT 48" 18" 1411 24" 1811 SPACING-1/2" 0 1/2" 0 3 I/2" 0 3 1/2" 0 3 1/2" 0 1/2" 0 1/2" 0 3611 !311loll qll IS„ 1511 II„ SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X 1/2" 0 ANCHOR BOLT CAPACITY 2715 380 495 550 641 71-76 1,058 5/8" 0 ANCHOR BOLT CAPACITY 29� 396 509 594 c51 �60 I,0I2 Ni0TE5:. 1. NAILS PER ICBO REPORT NO. NEP-2712 CAPACITY OF l(bd SINKER = 94t-1.30 = 122 9 /' NAIL 2. DESIGN CAPACITY OF BOLTS PER TABLE.8.2E OF THE '9l NDS.. CAPACITY OF 1/2" 0 ANCHOR BOLT !N 2X SILL = 1.33 * 0204 = 825 9 / BOLT CAPACITY OF 1/2" 0 ANCHOR BOLT IN 3X SILL = 1.33 * -1304 = 9.70 u / BOLT CAPACITY OF 5/8" 0 'ANCHOR BOLT IN 2X SIL L = 1.33 * 890 = 1184 u / BOLT CAPACITY OF 5/8" 0 ANCHOR BOLT IN 3X SILL = 1.33 * 1140 = 1510 s / BOLT 3. REDUCE ANCHOR BOLT CAPACITY IN NOTE 2 BY 50% FOP 2X SILL PLATE WHEN ALLOWABLE SHEAR PER FOOT 15 > THAN 350 PLF < c00 PLF. By: MEM ®rthStar 20 DECLARATION DRIVE Date: 4/27/01 CHICO, CALIFORNIA 95973 Job No. 7355 ENGINEERING 530-893-1600 i Page. Z D of FAX 530-893-2113 BEAM AT KITCHEN - BM1 w MAXIMUM TRIBUTARY WIDTH (Wtrib) = 17.75 FT j MAXIMUM SPAN LENGTH (Lspan) = 12.67 FT {{ UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 249 PLF Lspan 1 UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 284 PLF I WHERE DL = 14 PSF LL = 16 PSF 1 DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 3 1/8"x12" 24F -V4 GLU-LAM BEAM AT FAMILY ROOM - BM2 w P MAXIMUM TRIBUTARY WIDTH (Wtrib) _ .10.5 FT MAXIMUM SPAN LENGTH (Lspan) = 16 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 147 PLF 3' UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 168 PLF Lspan CONC. DEAD LOAD (Pdl) = 6.5'* Wtrib * DL = 956 LBS CONC. LIVE LOAD (PII) = 65* Wtrib * LL = 1664 LBS WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 31/8"x13 1/2" 24F -V4 GLU-LAM BEAM SUPPORTING "BM2" AT FAMILY ROOM - BM3 P MAXIMUM SPAN LENGTH (Lspan) = 20 FT CONCENTRATED LOAD (P) = 4480 LBS f, Lspan DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 5118"x15" 24F -V4 GLU-LAM By: MEM NbrthStar Date:1 ENGINEERING Job No..7357355 Page 2 of BEAM BETWEEN ENTRY AND NOOK - BM4 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 11.25 FT MAXIMUM SPAN LENGTH (Lspan) = 11.5 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 158 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = -180 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 3 118"x12" 24F -V4 GLU-LAM BEAM AT FRONT ENTRY PORCH - BM5 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 5.5 FT MAXIMUM.SPAN LENGTH (Lspan) = 15 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 77 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 88 PLF WHERE DL= 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 3 118"x12" 24F -V4 GLU-LAM BEAMS AT GARAGE DOORS - BM6 & BM7 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 7.5 FT MAXIMUM SPAN LENGTH (Lspan) = 11 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = . 105 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 120 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 4X12 DOUGLAS FIR LARCH #1 .20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 w Lspan w Lspan w Lspan By: MEM -Nd rt Star 20 DECLARATION DRIVE Date: 4/27101 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7355 530-893-1600 Page 2 2 of FAX 530-893-2113 BEAM AT GARAGE - BM8 w MAXIMUM TRIBUTARY WIDTH (Wtrib) = 13 FT MAXIMUM SPAN LENGTH (Lspan) = 20 FT 1 UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 182 PLF Lspan (, UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 208 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 3 1/8"x15" 24F -V4 GLU-LAM BEAM SUPPORTING "BM8" AT GARAGE - BM9 P1 P2 MAXIMUM SPAN LENGTH (Lspan) = 21 FT CONCENTRATED LOAD (P1) = 142FT12 * (DL + LL) = 4260 LBS Lspan (, CONCENTRATED LOAD (P2) = 3900 LBS (REACTION FROM "BM 8") WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 6 3/4"x15" 24F -V4 GLU-LAM BEAM AT BEDROOM #3 BM10. P MAXIMUM SPAN LENGTH (Lspan) = 13.5 FT CONCENTRATED LOAD (P) = 136FT^2 * (DL + LL) = 4080 LBS WHERE Lspan DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 3 118"x12" 24F -V4 GLU-LAM By: MEM NO' rthSt r 20 DECLARATION DRIVE Date: 4/27/01 CHICO, CALIFORNIA 95973 Job No. 7355 ENGINEERING 530-893-1600 Page 23 of FAX 530-893-2113 BEAMS .AT MASTER BEDROOM - BM11 & BM12 P w MAXIMUM TRIBUTARY WIDTH (Wtrib) = 9 FT i MAXIMUM SPAN LENGTH (Lspan) = 16 FT i UNIFORM DEAD LOAD (wDL) = DLceiling * Wtrib = 45 PLF Lspan CONCENTRATED LOAD (P) = 40FT112 * (DL + LL) = 1200 LBS f WHERE i -DL = 14 PSF DI -ceiling = 5 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 4X12 DOUGLAS FIR LARCH #1 BEAMS AT BACKYARD PORCH - BM13 THRU BM18 w MAXIMUM TRIBUTARY WIDTH (Wtrib) = 10.5 FT MAXIMUM SPAN LENGTH (Lspan) = 16 FT UNIFORM DEAD LOAD (wDL) = DL " Wtrib = 1.47 PLF Lspan j UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 168 PLF WHERE DL = 14 PSF ' LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 5 1/8"x12" 24F -V4 GLU-LAM. NorthStar Engineering ' 20 Declaration Drive 530-893-1600 Page 2 - Title : Dsgnr: MEM Description : Scope: Rev. 510001 Timber Beam & Joist Description BEAMS Date: Job #7355 Timber Member Information Ratio = 0.7130 0.8913 0.5930 0.3920 0.3094 0.5029 0.8320 BM1 BM2 BM3 BM4 BMS BM6 & BM7 BM8 Timber Section 234.00 3.125x12.0 3.125x13.5 5.125x15.0 3.125x12.0 3.125x12.0 4x12 3.125x15.0 Beam Width in 3.125 3.125 5.125 3.125 3.125 3.500 3.125 Beam Depth in 12.000 13.500 15.000 12.000 12.000 11.250 15.000 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Timber Grade Bending OK ouglas Fir, 24F - V Duglas Fir, 24F - Vouglas Fir, 24F - Douglas Fir, 24F - Douglas Fir, 24F - \Douglas Fir - Larch, Douglas Fir, 24F - V Fb - Basic Allow psi 2,400.0 2,400.0 2,400.0 2,400.0 2,400.0 1,000.0 2,400.0 Fv - Basic Allow psi 165.0 165.0 165.0 165.0 165.0 95.0 165.0 Elastic Modulus ksi 1,800.0 1,800.0 1,800.0 1,800.0 1,800.0 1,700.0 1,800.0 Load Duration Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Member Type 1,577.41 Glul-am Glul-am Glul-am Glul-am Glul-am Sawn Glul-am Repetitive Status 1,799.14 No No No No No No No Center Span Data 3,376.55 4,478.91 2,240.00 1,943.50 1,237.50 1,237.50 3,900.00 @ Right End DL Span ft 12.67 16.00 20.00 11.50 15.00 11.00 20.00 Dead Load #/ft 249.00 0.00 1;035.00 158.00 77.00 105.00 182.00 Live Load #/ft 284.00 2,240.00 1,943.50 180.00 88.00 120.00 208.00 Dead Load #/ft 147.00 Center DL Defl Live Load #/ft -0.232 168.00 -0.077 -0.108 -0.049 -0.414 L/Defl Ratio Start ft 829.0 482.6 1,797.8 1,662.4 2,694.2 579.5 Center LL Defl End ft -0.312 13.000 -0.087 -0.124 -0.056 -0.473 UDefl Ratio Point #1 DLlbs 747.9 614.9 856.00 4,480.00 1,454.6 2,357.5 507.1 Center Total Defl LL lbs -0.544 1,664.00 -0.164 -0.232 -0.105 -0.887 Location @ X ft 7.616 3.000 10.000 7.500 5.500 10.000 UDefl Ratio Results Ratio = 0.7130 0.8913 0.5930 0.3920 0.3094 0.5029 0.8320 Mmax @ Center in -k 128.34 163.81 268.80 67.05 55.69 40.84 234.00 @ X = ft 6.33 6.21 10.00 5.75 7.50 5.50 10.00 fb : Actual psi 1,711.2 1,725.8 1,398.6 894.0 742.5 553.1 1,996.8 Fb : Allowable psi 2,400.0 2,400.0 2,358.5. 2,400.0 2,400.0 1,100.0 2,400.0 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK fv : Actual psil 114.5 147.1 43.7 64.7 43.2 39.2 109.8 Fv : Allowable psi 165.0 165.0 165.0 165.0 165.0 95.0 165.0 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 1,577.41 1,830.16 2,240.00 908.50 577.50 577.50 1,820.00 LL lbs 1,799.14 2,648.75 0.00 1,035.00 660.00 660.00 2,080.00 Max DL+LL lbs 3,376.55 4,478.91 2,240.00 1,943.50 1,237.50 1,237.50 3,900.00 @ Right End DL lbs 1,577.41 936.84 2,240.00 908.50 577.50 577.50 1,820.00 LL lbs 1,799.14 1,199.25 0.00 1;035.00 660.00 660.00 2,080.00 Max. DL+LL lbs 3,376.55 2,136.09 2,240.00 1,943.50 1,237.50 1,237.50 3,900.00 Deflections Center DL Defl in -0.178 -0.232 -0.497 -0.077 -0.108 -0.049 -0.414 L/Defl Ratio 853.0 829.0 482.6 1,797.8 1,662.4 2,694.2 579.5 Center LL Defl in -0.203 -0.312 0.000 -0.087 -0.124 -0.056 -0.473 UDefl Ratio 747.9 614.9 0.0 1,578.1 1,454.6 2,357.5 507.1 Center Total Defl in -0.382 -0.544 -0.497 -0.164 -0.232 -0.105 -0.887 Location ft 6.335 7.616 10.000 5.750 7.500 5.500 10.000 UDefl Ratio 398.5 353.1 482.6 840.4 775.8 1,257.3 270.4 i NorthStar Engineering Title : Job #7355 20 Declaration Drive Dsgnr: MEM Date: - Description 530-893-1600 Scope: Page 2z, Rev. 510001 Timber Beam & Joist Description BEAMS I Timber Member Information Mmax @ Center in -k BM9 BM10 BM11 & SM12 13 THRU BM18 Timber Section @ X = 6.75x15.0 3.125x12.0 4x12 5.125x12.0 Beam Width in 6.750 3.125 3.500 5.125 Beam Depth in 15.000 12.000 11.250 12.000 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 Timber Grade fv : Actual ouglas Fir, 24F • V ouglas Fir, 24F - Douglas Fir - Larchpouglas Fir, 24F • V Fb - Basic Allow psi 2,400.0 2,400.0 1,000.0 2,400.0 Fv- Basic Allow psi 165.0 165.0 95.0 165.0 Elastic Modulus ksi 1,800.0 1,800.0 1,700.0 1,800.0 Load Duration Factor 1.000 - 1.000 1.000 1.000 Member Type Glul-am Glul-am Sawn GluLam Repetitive Status No No No No Center Span Data Span ft21.00 13.50 16.00 16.00 Dead Load #!ft 45.00 147.00 Live Load #/ft 168.00 Point #1 DLlbs 4,260.00 4,080.00 1,200.00 LL lbs @ X ft 13.000 6.750 8.000 Point #2 DL lbs 3,900.00 LL lbs @ X ft 15.000 Results Ratio = 0.7382 0.9180 0.9220 0.4098 Mmax @ Center in -k 426.63 165.24 74.88 120.96 @ X = ft 13.02 6.75 8.00 8.00 fb : Actual psi • 1,685.4 2,203.2 1,014.2 983.4 Fb : Allowable psi 2,283.3 2,400.0 1,100.0 2,400.0 @ Right End DL. lbs Bending OK Bending OK Bending OK Bending OK fv : Actual psil 80.3 81.6 35.0 54.1 Fv : Allowable psi 165.0 165.0 95.0 165.0 Deflections Shear OK Shear OK Shear OK Shear OK Reactions -0.680 -0.446 -0.345 -0.163 UDefl Ratio @ Left End DL lbs 2,737.14 2,040.00 960.00 1,176.00 LL . lbs 0.00 0.00 0.00 1,344.00 Max. DL+LL lbs 2,737.14 2,040.00 960.00 2,520.00 @ Right End DL. lbs 5,422.86 2,040.00 960.00 1,176.00 LL lbs 0.00 0.00 0.00 1,344.00 Max. DL+LL lbs 5,422.86 2,040.00 960.00 2,520.00 Deflections Center DL Defl in -0.680 -0.446 -0.345 -0.163 UDefl Ratio 370.8 363.1 557.1 1,176.7 Center LL Defl in 0.000 0.000 0.000 -0.186 UDefl Ratio 0.0 0.0 0.0 1,029.6 Center Total Defl in -0.680 -0.446 -0.345 -0.350 Location ft 11.340 6.750 8.000 8.000 UDefl Ratio 370.8 363.1 557.1 549.1 . - . �V®rthStar ' By: MEM Date: 4/25/01 ENGINEERING Job No. 7355 Page *.2& of FOOTING UNDER "BM9" MAXIMUM REACTION (P) = 5.4 K CHECK SOIL BEARING (q) = P / (W " L) = 1.35 K < WHERE WIDTH OF FOOTING (W) = 2 FT LENGTH OF FOOTING (L) = 2 FT USE. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 1.5 K OK 2 FT WIDE 2 FT LONG 1.5 FT THICK W/ 3- #4. EACH WAY •'s 'a -- - - ------ -- I 1 -0-42 T - Y- r I APPROV, Butte County Environmental Health Environmental Health Date APR 2 0 26gj gnature 5.1 �LAN U 6, A L APR 2 0 200 0 m PK _ _.SITS i�LAN I' O//- �Gl acL o CIA", l zS E4 o47,4 4k CA 1 T- 9 Z� .L STRUCTURES AND EQUIPMENT INCLUDING JERHANGS SHALL BE (BLEAR Os ALL EASEMENTS. SET PACK OF: FR0%, THE SIDE AND _3 OPERT � FT. FROM THE REAR k�R'✓ LINES AND _EA FROM THE ROAD CENTERLINE SHALL BE LEAR OF STRICTURES AND EQU MAENT EXCEPT OR A 2 FT. EA°VE OVERHANG. BY BUTTE CO. Fif !E rSTP'y CALIF. DEPT• of rORES approved as submitted ❑ C, approved with corzdi.ior►s C'�eet. or armco .ed L3 p MAY a X001