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Home My WebLink About042-090-075042-090-075 00-248 - DENNEY, RICK i.�^ 4 i' 9 EWING DRIVE ef-T CO CONTR'.OWNER .Y�W SINGLE FAMILY D LUNG 042-090-075 02-0605 WILSON, JOE z 9 EWING DR, CHICOp� CONT: RICK DENNY NOTES RESIDENTIAL PERMIT N0.— 042-090-075 - - 00-2489 - i DENNEY RICK a 9 EWING DRIVE, CHICO CONTR: OWNER NEW SINGLE FAMILY DWELLING - 1 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED 1 Signature t� OFFICE COPY ,-, Address 77 �Gvl.rr� 4 / IL o,� GAS 1 Meter By " Date / ELECT IV �� Meter By Date { JOB FINALED 1 Signature t� d INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISIO OROVILLE �� c FROM: DATE: 7 ENVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL AP#: A2— 0 -0 ADDRESS/LOCATION: Comments: GL/memos/releasehold ✓ = OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s r 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"tt./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 a MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) 04 exceW'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-Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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- Pane boards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,/ = OK 0 = Not OK = Not Applicable = Not Ready �r(� 6 RESIDENTIAL (} Date • nderfloor (Plans) OK except #'s 24/ SS i67Xomex ing-Setbacks- Ease ments-Flood -Slope Date F1,q., Main; Soils-Elec. Grnd.-/ iY/",Ftg. Depth Card -1 Date Card B-1 F ., Garage; Soils-Steel-Ele rnd.-/&_/ Fig. Depth 29./ ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al Ftg., Porches & Decks; Soils -Steel -//f /- Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. H owns and Special Anchors L7124 '3 Slab, S eel -Wrapped 8. P' s -Fireplace Ftg.-Steel 21. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. OF as Pipe; Size Anchors - Yard Gas Piping; Size Test Polo -Water Pipe; Test -Anchors Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Cleararce-Material-Support-Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date ELECTRICAL (Permit) OK except #'s 23. Date pe) 24/ SS i67Xomex Card B-1 IVDate Card B-1 Date v Card -1 Date Card B-1 Date t 29./ ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al LUMBI (Permit) OK except #'s Range Circle/ ga or Al -Oven Circ. / / ga Cu or Al Insulated Neutral ` Yes 0 No 1 18. Water Htr.• ent-Access-Combustion Air Battle Water e; Test & Anchor -Nail Protection 19. D.W. .; Test Fittings & Anchor -Nail Protection 7 -la- CJ 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Card B-1 Date Card B-1 22. Gas Pipe; Sixe & Anchors Date L 47 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. FixtVfe & Transformer Clearance -Ins. Protection 24/ SS i67Xomex c. Receptacles Spacing -Lights & Switches at Doors ig Boxes & No. of Conductors Stapled Installed Close to Edge of Studs & C.J. 27. E ip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuitj in Kitchen & Conductor Size GFI 29./ ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle/ ga or Al -Oven Circ. / / ga Cu or Al Insulated Neutral ` Yes 0 No 31 Service -Riser Conductors & Ground Main Disconnect /Equip. Clearances Panels-Motors-Mech. Equip. othes Closet Light -Shower Light -Spa Light Smoke Detector Date ,Q Card B-1 Date Card B-1 Date Card B:j Date Card B-1 Date MJ?tHANICAL (Permit) OK except #'s Ducts Insulation & Support f,an, Exhaust above insulation ensate Drain & Overflow, Size & Grade Access -Comb. Air -Return Air Vent 115 outlet 39. arctic Access & Platform if Furnace in Attic Date % ,0'L Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s s Proper Materials & Anchors 4/Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. aring Walls over Girders & Floor Nailing 4 Draft Stop in Walls (rat proof) 4. Fire Stops, Furred Ceilings -Stairs- as rs-Tubs 4LAeaders & Beams -Size & Bearing jingle & Duplex Date FRAMING (Continued) 4fofj4ngers-Post Caps -Anchors -Connectors 4 Cf g. Joist-Rffr. Ties-Purlin- ff Brac.-Truss-Shti g.-Rfng. it lace Ties or Type. F e -Fireplace Throat Clearance 9. . Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 rm. Windows or Exiting Doors -Sill HL & Dimensions Garage Fire Protection Framing 52! Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. §tairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5V Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56.,t5'iding-Nailing Veneer 57' tucco Mesh -Drip Scr d -Fd. Vents-Undertlr. Access Se Glazing Area-Glas rotection-Skvliahts-Plastic 11YY'tyr`� . Brace Interior/Exterior Wall Panels $pc A; beak •„� O 6h' Insulation -Walls -Ceilings r c 62. Infiltration -Walls -Windows Date Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date W W FINAL (Plans) OK except #'s ps-Door & Sidelight Protection -Landings 41'-A Detector Furnace Vents -clearance -Comb, Air -Connector - In Gara5e: Abovo-Ffoor-Ducts-Mech. Protection Fixtures & Tub ec. Trim & Subpanel, Breaker Sizes & Labels tai & Rails 9. eplace or Stove, Clearance -Hearth E c. Outlets at Wood Panel, Int. & Ext. J?it. ' t. & Appliance; Ground -Air Gap -Cooking Clearance IW-0,tlets & Receptacles at Kit. Counter in Garage -Damper 16-INtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in gafage; Above Floor-Mech. Protection Ib & Mech. Equip. Listed for Location E Receptacles in Garage (F.F.I.)-Romer. Protection Insul n -Foam -Looked in Attic 80. afd Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Fol g stld./Drive :1 Yes ' No/Walks :1 Yes O No/Planters :1 Yes :1 No .-St oBrown-Finish A.C. Unit Disconnect, Electrical -Plumbing 85 e9ts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Electrical, Plumbi Elec. Trim, G.F.I. Rec m Throughout House s from Previous In IYGa est -Meters Tagged, Gas -Electric Iff'W,Ver & Sewer Connected -C/O to Grade -HD Approval 3_ En _ Compliance Certificate -Other Certificates Date W-47 ei%/ Card B-1 / Date Card B-1 (yI Card B-1 `L[/ Date Card B-1 Date Card B-1 v Date Card B-1 Comments at Final: COUNTY OF BUTTE 'BUILDING DIVISION ,,1' DEPARTMENT OF DEVELOPMENT SERVICES ". 411 Main Street • Chico, CA • (530) 891-2751 r s 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE w` a O NER PERMIT NO. X _ 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, pleasecont this office immediately: 4.7 Date / y Inspector REV 10/92 ' t t COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES, i. 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. s ,`.�. 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 corn have an you If , let, p y y questions pertaining to this matter, or need additional explanation, please ntact this office immediately. /0✓�' /%lANS �D/ �✓ p Date REV 1 Inspector � U S 5 e- i+ I A r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SEWICES'- 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE A,1tif?44 oe _ .zYff '. OWNER PERMIT NO. ' A routine inspection indicates that the following violations of butte county Ordinances exist at the above_ add ss and should be corrected. Please notice this office when correction of work is complete If you have any questions pertaining to this matter, or need additional explanation, please.96ntact this office immediately. t4 y Date D U Inspector/(�. l S x- %- REV 10/92 LOERKE INSULATION CO., INC. Umbel and�treei._.._._._.._......._ ...�--.--_—:,-• ounty )U xiH0.a-.-- DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type—Eib� , Thickness (inches) Z------ — Loose Fill Type Fiberglass INSULATION CERTIFICATE Brand Name _ Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Johns Manville Contractor/s min. installed weight/ft sq.—,fz�fib. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Brand Name —,LQhn Mvville Thickness (inches _ _ Thermal Resistance (R-Value)-7� �2 4. RAISED FLOOR /`['�5 Material Fiber ss Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (incheQ—__- 6. FOUNDATION WALL Material Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value Brand Name Thickness (inches) Thermal Resistance (R -Value DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy EfficiencCYanda s fo residential buildings (Title, 24, Part 6, California Code of Regulations) as indicated on the Certific of mpliance, where applicable. C14499150,,,p�- $� O LOERKE INSULATION CO., INC. -- u�.- -ftem -Si a ure, e-�nstalling�u6cont�actoa (�-Namej General Contractor (Co. Name) Or 0s 5 47 Item-# ignature, Datens a iing �bcon actorCo. Name General Contractor (Co. ame) Or n -Ttem fis- Signature, Date Installing Subcontractor Co. arY General Contractor (Co. Name) Or er I' . ` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �l%-"AMY ASSESSOR PARCEL NUMBER 042-090-075 ZONING BUILDING PERMIT OWNER RICK DENNEY TELEPHONE SO. FT. OCC. BUILDING VALUATION 4543 R 945,862 00 . OWNER'S MAILING ADDRESS 3130 SHADY GROVE Cr.,CHICO CA 95973 200 C. 9 rmo-66 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $970 506 QQ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1238.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 804.7U- BUILDINGADDRESS 9 EWING DRIVE CIRICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 2085.70 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 2 7.00 140.0 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 2 15.00 30.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Nal SINGLE FAMILY ATTACHED GARAGE COVERED TRONT & REAR PORCH Gas piping system 1 - 5 outlets 2 15-00130.00 Building sewer 15.00 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ 250.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AoRLESS 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.POWER �' 2 ell - .� License Class Lic. No. �i [i 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) $ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith omply with those provisions. X Date /O V100 Signature of Applicant - 0 O er ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service To 46.00 WEE200A CCU000A NEW CONST. DWELLING OCCUP. OR coNivsr. ( & ACC. UDS. 3.5QF'f. 196.014 NON RESIo. cu @7.50 APPARATUS 6 SINGLE OUTLET CIR. 20@' 00 Ex. OCCU OUTLET ORFom,REs BAL p .50 Ex. Occup. oFurrs Ro .oma 5.00 Temporary Service 1 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 239.04 MECHANICAL PERMIT Fling Fee 20.00 Heating 5 TON SPLIT 2 25 .00 50.00 Cooling Hood 6.50 Ventilation PERMIT FEI= $ Mobile Home Installation Fee $ Energy Inspection Fee$ 46.00 occ CONST. TYPE VN TOTALFEE$ 2769.74 HAz. FE IMP FLOOD CDF PARCEL PD ISSUE This permit is here y issued under the applicable provisions of the ButteCoun Code and/or Resolutions to do work in d' a a e fo which fees have been paid. By Date / PERMIT EXPIRES ON 1,12,11# I ala Receipt No. 308657 873.35 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT '�"' �:ta'►i�".'SVA'�,�w'�v.�T�'.�a'r�v�iyii'+�}''Thi`'Rr�:�gi�i'7�'.`i'l�nW�.'�6�Sf'T�'wf.�'N-r"rxM�.c„�N�;�,4'.K-�.�"v4,Rrl�yl.�1(TZf4_�w..miC'��: Y^�.+*r'.�`r y,c.�:.-r.. COUNTY OF BUTTE - DEPARTMENT OF DE_ VF�,OPENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CrI IORNTA' 95965 -TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: . �jU/Ut� ASSESSOR PARCEL NUMBER:= '0=0ge D175 Proposed Building Use: ,j" $ Building Inspector: li Date: 1,0_11-60 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted-------------------------------------------------------------------------------------- Plot plans, 3/4 sets, signed by the preparer'of plans. ------------------------------------------------------------ . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 07. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Material Form. ------------------------------------- fanufacturedHome data and installation instructions including Tie Down Specifications.-----------------=ees of $ D 1 3------------------------------------------------------------------------------------- �G act fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees- -------------------------------------------------------- elevation certificate. --------------- ------------------ ------ 0-F- ------------------ -- ---------------- I-F�r ✓�__ �D✓ W or1� lb'� . Sanitation and plot plan approval l� Health D artment: ---------- ----------- 15 City of Chico plumbing permit. ------------------ - 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- - �I . Planning approval for (A) Use: (B) Parking: -------------- ----------- Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ,. it 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on k : (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑22. Workers' Compensation carrier and policy number.----------------------------------------------------------- E123. ----------------- a. ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- Letter of signature authorization. --------- ----------------------------------------------------------------------- I25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------±-----=f'-01- ------------------------------------------------------------- 027. Manufactured Home utility clearance. --'----------=-'------------------------------------------------------------ ❑ 28. Existing violations and/or expired permits. -------------------------------------------- --------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, Check to H.C.D $ - --------------- E130. Other: en you issue a ermit, process as follows O Mail to owner, ❑Mail to contractor. p- T,� elephone1%f�"i0�l d hold for pickup at X6Ao ice. []-Deliver with mspecto •�r S%�'LVG� r v / �►il/ / Z/ 9�r70 p/PPlicant: /,f)Date: �" �� U Copy of Haz-Mat form sent 11 Health Department, ❑'Fire Department, ❑ Air Pollution Date: / By: Copy of plans sent ❑ Health Department, ❑ Fire Department ❑ r Dat ` By. 1. Index permit application for the above items umbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil ing 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 ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, own as advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divis counter, by Date: Plans reviewed by: K3 Date: 10 •2D • OO Plans approved by: Date: `2 `�� Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Oec-20-00 2:14PM; Page,1/1 . .• • . , .fir-+�,.♦ !`RSM.:. ..':• ::EiivNroAni+l.. ..: .:: ...... .: .... .. .. .. ................. ........•...... C. y -in :... ".:{: �:.�,��::I�r�.�a' xe,....��s;�ra�a:::�+s��r�:...�°-;:.:: ":''�' l . ..:.............:.........:....'..::::..::.;,-::;::::.:::..............>......::: ..�:i��ia : ...::.:::`:::��rb�ic:::�':� P#�Y.. ::::��.:�� r��t+��:�l ....• �- elf ........ :.... :::,..........:............. :".-..:.:•:'-'Ctear�±�e::.�r::..":::.:::.::tlwaafti� :::'.�(3t1� .:� ::-:y�,-::::4 �::.:'.'.::'..:�::.::�::::�::�.::':� 9. .......:....... :::.:.::.:.:::::' .. . _,� �::�::-::::..... .:::'::�::::.. ';..:.�:..- :•-.'...::.:..�. �' .. ......... :.....:..:.. :.......... ... ......777 ..:::.. r ..:....... k. .M, • ,p .H. 42E ONLY Not Plan Attach" Floor Plan A had Sant to8��ac TO: Building Department FR Environmental Health BJECT: Sanitation Clearance JVJE Q' //d/G Ak- _ Na- 0910 -.67757— Owner d757—Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling., Other , Hold final for:. Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE 'CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE/7 OWNER A. P. # 00 PROPOSED BUILDING USE e DATE/Z/ RECEIPT # DATE REC UILDING PERMIT FEES $ QO 9 3 -- Balance Due ................ -- Additional Fees Due ........... $ -- Additional Fees Due ............ $ -- Revised Plan Checking Fee ....... >$ A2.. SCHOOL DISTRICT FEES (paid at District Office) _OV3. SHERIFF FEES (paid at Building Division) Residential........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. &(4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x #Units Amt. ommercial (sq.ft.) .. x =$ Sq.Ft. Amt. O - l 5 RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK 89.00 (paid at Building Division) 8\\WATER TENDER FEES (Battalion # ) $200:00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 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. s APPLICANT DATE a—&-66 Pursuant to Government Code Section 6602/yo, 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) Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information .at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES(] NO[ ]. 2. I HAVE[ >I HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: �� e •-i.ti2 �o y . ADDRESS: 3/ v e CA CITY: PHONE: 3.4 CbNTRACTOR' S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: '( PROPERTY OWNER: ,ac, SOCIAL SECURITY NUMBER: :5�6, -- 65' - -�avG DATE; dc) NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before . we are permitted to- issue the permit. OVER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are *the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourseK you may protect yourself from possible liability if that person applies for the proper permit in his or her name. - Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance, 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department- of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. . Sine& I , Michail C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information -is required by Section 19830 of the California Health and Safety Code. OVER Rick Denney Construction 3130 Shadygrove Ct. Chico, CA 95973 (530) 342-7056 Fax 342-3522 U. LIC. #512842 AC53 December 21, 2000 RE: APN 042-090-075/Parks Fee Permit # 00-2489 Dear Department of Development Services; Not included in the fees to obtain the above mentioned permit is the fee for Butte County Parks and Development. I was unaware the CARD office was to be closed December 19th through January 2nd, therefore, I was unable to pay them. I understand that if I don't have theses fees paid by January 2nd when CARD reopens, the Butte County Building Division retains the right to immediately revoke this permit. Sincerely, Rick Denney General Contractor 141- `� 112/Z / zov0 BUTTE.COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ! ► C (,� Building Department No. A.P. Number -()7() -675' Jurisdiction: 0 city County Property'Owner Property Location/Address ( r) Subdivision Residential Development No of Living Mobile Home Units Installation Commercial/Industrial C New Addition Building Lot No. ................................................................................................................. Sq. Footage I S Addition/ *Supplemental to (Group R) Conversion Permit # -(N�o, foundation inspection): ........................._...:................ ...... �.....:�.......... Sq. Footage (Including Exterior Roofed Areas) 10. 20 00 Date (moor runs reviewed by scnool uistnct Nersonneq District Identification No. School District certifies that ,( pplicant) pre (Street Address) /f - (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. —7� 2 ` 2 by payment of $ 4-)• o representing y� square feet. School District Reoresentative Paid by Check # Remarks: � f JFA9B 2926 $ FULL MITIGATION $ 1 R is r. Y111:�,Vlel ' Date ' Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the 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.lmpact 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.x(s (10/98)dmm December 18, 2000 Rick Denney 3130 Shady Grove Court Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-2489 Assessor's Parcel Number: 042-090-075 Dear Mr. Denney: This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide a lateral analysis of wall lines B, E and F. These wall lines do not comply with U.B.C. Sec. 2320. 2. Provide a 7' long shear wall on wall line 1 as specified in: the structural calculations. The plans indicate a braced wall panel at this location. 3. Provide HD6A or PHDS holdowns on 4x posts and SSTB34 anchor bolts along wall lines 7 and D as specified in the structural calculations. The plans show HDSA holdowns and SSTB24 anchor bolts. 4. Provide LSTA24 straps at all top plate splices along wall line 7 and LSTA36 straps across wall line D top plate splices as specified in the structural calculations. (1 5. Provide HDSA holdowns and SSTB24 anchor bolts at the shear wall on wall line G �\ as specified in the structural calculations. The plans indicate HD2A holdowns and O Q SSTB20 anchor bolts. 6. Provide a No. 4 shear wall panel and HD6A holdowns and SSTB34 anchor bolts along wall line H as specified in the structural calculations. The plans show a No. 2 shear wall panel with HD2A holdowns and SSTB20 anchor bolts. 7. Provide MSTC28 or ST6224 straps at top plate splices along wall line H as specified in the structural calculations. 8. Provide a 20' shear wall panel with HD2A holdowns and SSTB20 anchor bolts and MSTC40 straps at top plate splices along wall line I as specified in the structural calculations. 9. Provide a No. 3 shear wall panel with HD6A holdowns and SSTB34 anchor bolts and LSTA36 straps at top plate splices along wall line J as specified in the structural calculations. 9 Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, i Philo Hunt, P.E. Plan Check Engineer cc: Jeff Richelieu, Northstar Engineering, 20 Declaration Dr., Chico, CA 95973 2 7- ----------PLAN ___.__ --,.---PLAN REVIEW RESPONSE FORM in order to expedite the review of your plans, please complete the following information and tehiia this form with your re=si>bmittaj,if . thisform is not complete, as to'all correction items, we will not be bble'to accept your re;submittal for review.- 7bere mnatbe'a valid response to eve item ested in our correction letter. "B others" is not Considered �a valid ' -' every 1 Y t+esponse.r Please Cate your response to each item and the location where the information can be found on the plans/calcs. F . • ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ART=WAi or & uc OWNERS NAME - • DATE: - --- _— --- _ ASSESSORS PARCEL NUMBER COMMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: -- - -(�- LOCATION ON PLANrS//CA�L�CS: -�.--- COMMENTS: PLAN CHECK ITEM #�f RESPONSE BY: LOCATION ON PLA_ NS/CALCS: 1 COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: u1. LOCATITN�ON P A S/CALCS:� , Gam-. 6 COMMENTS: PLAN CHECK ITEM #RESPONSE BY: LOCATION OWN, PLoA.NS/CALCS: � 0 COMMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM / ` ' RESPONSE BY: LOCATION ON PLANS/CALCS: .. �. f .; i i � 1..' - � ,a,.'� ti �' .:. �t.(� t� is .• _„`i ..��-�' — PLAN CHECK ITEM 0 RESPONSE BY', LOCATIO N PLANS/CALCS: COMMENTS: l Q - PLAN CHECK ITEMS RESPONSE BY- LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESP NSE BY: LOCATION ON PLANS/CALCS: c . COMMENTS: l Q - PLAN CHECK ITEM,I RESPONSE BY: L� LOCATION ON PLANS/CALCS: 6A,_c"2_" COMMENTS: t ow l Q - PLAN CHECK ITEM A RESPONSE BY: ' LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: d 8. The following is a response to plan check questions: • Refer to new calculation pages for beam calculations and Sheets 4 and 9 for beams made of 4x material or larger. VA For analysis of roof framing where the ceiling height is greater than the plate height, refer to calculation "CHECK OF ROOF RAFTERS SUPPORTING CEILING JOISTS." `�• Refer to calculation for "BMY for analysis of beam supporting roof above the Family Room. • The 2x12 joists called out on the Roof Framing Plan are shown on Section 1/5 at the 8'-0" elevation above finished floor. The 2x6 ceiling joists that your question referred to are 17' above the finished floor elevation and serve as a collar tie/ceiling joists for a future room. 0 October 20, 2000 Rick Denny 3130 Shady Grove Ct. Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 042-090-075 Building Permit Number: 00-2489 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: 0 There is a 20 foot drainage easement near the south property line. This easement is to be shown on the plans. In addition, because this easement was not shown on the plot plan, your leach field has been approved in this easement. Please submit revised plot plans to the Chico office of environmental health for their approval. /Provide a section detail of both upstairs and downstairs baths which show a required ceiling height of 7 feet at all fixtures. P4. rovide size of all windows (dimensions) directly on the plans. If not shown on the floor plan t provide dimensions on the elevation views. Energy plan check will not be done until information is recieved. Your energy calcs must reflect two water heaters. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX ,,/Gas water heaters may not be installed in a bathroom unless it is a direct vent heater. If this unit is a direct vent heater, provide manufacturer's specifications. If this isnot a direct vent heater then move to an approved location. Show compliance requirements for the location noted. fid Laundry room is too small if used for any other use beyond laundry i.e. hobby room, office or other. Remove desk from this area or increase the size of this room to a minimum of 70 square feet with a seven foot minimum dimension (measurements taken inside the room). 10 AProvide a complete gravity analysis of this structure. Beams are to be of 4x materials and . to other, site made beams is to be eliminated from the plans. You are also to provide an analysis of the roof framing where the ceiling height is greater than the plate height, resulting in a condition where walls are not tied to the roof in a conventional fashion. Section 3/5 notes this condition and it occurs elsewhere. Provide and engineered analysis of the beams supporting roof in the attic area over the family room. Section 1/5 shows 2x6 ceiling joists and roof framing plan calls out 2x12 at the garage. Please explain. P rovide a section detail of attic area between house and garage. Note on plan tells of irement for firewall to be carried to the rafters but requirement is for the firewall to continue to the roof sheathing. This section detail is to show how a complete separation will be provided. Attic area over family room will not be approved with plywood shown on the ceiling joists ' for the room below. If this area is to be used for attic storage you will need to design the floor for such storage and you will need to provide a staircase to this area. This area, as shown on the plan is in actuality an additional room on upper floor just the same condition noted as bonus room over the garage. Review of the building plans by the Butte County Building division engineer has not been / completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Revised plan sheets must be incorporated into the plans by either the owner or by the building designer. If you would like your plans returned please contact me and I'll be happy to send two sets to the Chico office for revisions. (After engineering review) Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. 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. PART -II 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. Balance of fees is $1890.39 2. Complete and return the Butte County School Impact Fee Certification form. 3. Complete and return the Chico Area Recreation form. 4. Revised Health Department Clearance. 5. Pay Sheriff's Fee's in the amount of $360.00 6. Pay Urban Area Fee in the amount of $1670.00 Sincerely, Martha Whitney Plans Examiner cc: Jeff Richelieu PRC -ECT PROCESSING RFrORD APPLICANT: OWNER. R PERNgr r• o - a y A. P. #: WORK DESCRIPTION: 4L2-""� . 'b Q -- D-ESCRrMON OF STEP_ t P C IeA(5r /a &IX • RESIDENTIAL PLAN REVIEW GUIDE-. _ SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: Building Permit Number: C% Plans Examiner: A P. Number: _.04� og0--- O- 5 GENERAL: _ Zoning requirements - (number of permitted living units). Building permit valuation. 3. Plans signed by the designer. /4! Proper description of work on the application. Existing violations on the property. Recorded notice of violation. : PLOT PLAN: Com lete ar 1 d dim p p ce size an ensions. 2. Setbacks side yard, easements etc <4LO-l"D 0-401-M d vai h e-0 -60VAU— Other buildings or structures. �4! Grading, fills and/or drainage. .,-! Flood hazard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender Traffic and Drainage fees). ,7! FAU & FAS road setback. ,8' Building or utilities across lot lines (record form). FLOOR PLAY: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Egress windows (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 6 Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). a�,�� 6 GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 76 01 Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 9. Prohibited locations of gas heating equipmentl(Uniforin Mechanical Code 304.5). Garage firewall separation - rewired on garage side including supporting walls'and posts (Uniform Building Code section 302.4 exception #3). >r. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). . Water closet clearances (Uniform Plumbing Code 408.5). . Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 STRUCTURAL DETAILS: 1. Conventional construction- Unusually shaped buildings (Uniform Building Code section 2320.5.4).-- (b ` " 2: Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). 3. Clerestory requiring balloon framing and/or engineering. PYo Ur��01 Q� L Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. �)� ;Floor construction details complete enough to construct building. �G Ve7a,01i vo0rn Elevations and wall construction details complete enough to construct building. 0r prpvi de-- �ft (r W Roof construction details complete enough to construct building. O w 41 -QA a-0 Rafter ties or bearing ridge beam. 0. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). '�QQ the-" 12. Porch header size(s). h 13. Stud heights. C 14. Expansive soil - special foundation design required. 15. Retaining walls requiring design. n 16: Special Inspection requirements.( 17 Header sizes.. put'4' f . jpt 4�� 8 surn wallboard nailing inspection required. MISCELLANEOUS ITEMS: tt/ 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): } //s '5kz" 2. Guardrails (Uniform Building Code section 509). 3.� . Brick or stone veneer (Uniform Building Code section 1403). 4.� Exterior plaster - weep screeds (Uniform Building Code section 2506.5). r Roofprtch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). Roof cavenng'type = (fire hazard). Foam insulation -protection. PlrOcl r �Q� 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 1 1 Y� Two exits on three - story dwellings (Uniform Building Code section 1004.2.3c2�, Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11' Attic access and ventilation (Uniform Building Code section 1505). . Combustion air for fuel burning appliances - LPG requirements. . ou -#FJE nergy design compliance and supporting documentation. shing at all exterior openings.aiylJ2 �' 7 CDF responsible area requirements. 17. Building Permit requirements: Cq/-/� 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. _ 17.4. - Special Inspection requirements. l/ (�5-t CA ri 17.5. = Use Permit conditions. 17.6. Sub -Standard Housing letter. �F1 0 Page 2'of 2 ' 10-15-1996 3:26AM FROM P. 1 :3UTTE COUNTY PARRS DBVEWPMnT Fn CRRSIFICATION FORM CHICO AREA RNCRBATION AND PARK DISTRICT Assessor P 3rcel Number (s) Property Owner Project Location/Address Subdivision Lot Number(s) 2 - Residential Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) Non -Residential to Residential Total Number of Dwelling Units D/y6, Comment: )0_'z'0-(00 Builein4 Dc r ment Rep sen ative Date trxyrxxxx�x � ivirx�r,t*xrrxxrtxx*xxxxxxxxxxxxdrxxxxxxrxxx***xyrxx�rx�rxxxk�cytxyrx***xrrxa�t Chi` c Area Recreation and Park Dist'riet(CARD) certifies that (Applicant Name) I (Phone Number) (Street Address) Udd �l S / ( y) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment fcr dwelling units 0 $1,189 for total payment of 9 % / 11J0 CARD Representative PAID BY CFECK NO. �RMRKS: BANK NO . -3Y PAID BY CASH RECEIPT NC. Distribution: White --Applicant Pink --CARD nark _ fee l fnr m rrvi cert I 1 /9n 1 Date Q1/8". Vlow#6nZtQ;!tV1 Bui-TWi -Dept. $1189.DQ Goldenrod --City of Chico Building Dept. (� New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential t Total Number hofDwel° ing Units f a ` .. Comment: 10.20-c00 Buildin6 Dep r Ment Rep esen ative Date ytyr�rytyt�t,r��k�rik�t�r*�k�r�i�rik�t�r�kw�r�rik*.k�irYrvr�Ar�t�vr*�k�k�;�r.,rrt*�r;r�t�r�irik�k�lr�r�rikit�r'yr�kikik*�Ir*�rikik,�r'iu�rYryir�lrik�r . Chico Ar.ea.Recreationr.and Park-Dist•r;ict(CARD) certifies that (Applicant Name) (Phone Number) -3/30r C: (Street Address) w (ity) (State) (Zip Code) has complied with the requirements -of Butte Co. Resolution No. 90-140 by ,payment', for r dwe�l,ing units ?@ 18)9 fortotal.aymert' of $ CARD Representative PAID BY CHECK NO. R .' RKS : BANK NO. PAID BY CASH RECEIPT NO. Distribution 1-072-- 01 Date White Applicant ,jiY',q , ow=„'Butte::Go'M Buildiing,LDept. '1,1107.1'0 Pink --CARD Goldenrod --City of Chico Building Dept. park.fee (form revised 11/90) a A qo APPLIED. TfST1NG CONSULTANTS MATERIALS ENGINEERING TESTING'AND INSPECTION- , October 23, 2000 � ~- ,• _ - County: of Butte Building Division .. 7 County Center,Drive Oroville, CA'95965 Attn: Gentle 'Men :We have completed,an Expansion Index (EI) Test per the 1-994 Uniform Building - Code .(,UBC)- Standard 18-2 on a. sample. of'soil .obtained from the building pad for the Denney Spec Home at.Lot #2 South Fork Estates-located.at the corner of Kennedy Ave and -Ewing Drive:.in Chico, CA. The soil described. above was sampled for expansion index testing. The test result was an EI 3., The UBCclassifies this-soil•as-having a "Very Low", potential f6r ' expansion: The Butte.' County Building Department requires 'no recommendations for, mitigating the effects of.soil expansion,if-the, El is: less than* - M. Applied Testing Consultants . does not, represent that these:' test results and/or recommendations. are suitable whetl en"or: riot modified, 'for. any. other site 'or t structure on ' this . site than the one - for which they were specifically prepared. ; Applied Testing Consultants 'disclaims responsibility for these. test results and/or recommendations if they are used whole ,or in part at:any other site -or structure on this site. _ .;Thank you for the opportunity to be, of service.' Please contact,us' ai the address and -number above if you have any questions. - Siilcefel y yo.LrS, Brad Fo'rsytle Vice President = Directorof Operations [�,X 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973'• Telephone:' (530) 891-.6625 ; • Facsimile: (530)-P91-4243 • r' .' �� , ' • Expansion Index Test Date: 19-00-00 Client: Denney Construction Tech: B. Carter Project: Denney Construction Spec. Home Contact: Rick Denney Soil description: Brown Sandy Silt Sample location: South Fork Estates, Lot 2 (at Center of Building Pad) Sample taken by: ATC Depth of sample: J1 8" Moisture determination Gross wet wt: 299.5 Final moisture loss: Gross dry wt: 271.5 Pan wt: 86.9 Net dry wt: 184.6 Moisture Loss: 28.0 Moisture content: Density determination Wt of soil & ring: 558.5 Tare of ring: 200.1 Net compacted soil wt: 358.4 Dry Density, pcf: 94.4 Saturation • determination Volume of solids: 0.559 Volume of water: 0.229 Volume of air: 0.211 Degree of saturation: 52.0% Gross final wet wt: Gross final dry wt: A78.7 Final moisture loss: Final net dry wt: 311.4 Final moisture content: 25.3% This test was performed per ASTM D-4 Z9-88 Reviewed by: St. 10/20/00 Fir Time I Reading Expansion Index: 3 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 it 1 NORTHSTAR ENGINEERING ' 20.Declaration Drive. Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT -H EE W REsI DF_�kj,, E JOB NO. -7 L dT -#2 LOCATION rWIN& [2RIVC GNIIO, GA DATE q---7-00 CODES: Uniform Building Code, 1997 Edition AISC, Manual of Steel 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 #4 and smaller iSSlp;y�,, A-615 Grade 60 for #5 and larger pr•;uctural Steel: ASTM A-36 [,�A��5'e 1 Pipe: ASTM A53 Grade B 1 Tubing: ASTM A500 Grade A or B M Fine Bolts, Anchor Bolts: ASTM A307 Grade A 3 3 10 Connectors: Simpson Strong -Tie or equal. cid Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D. F. #1 J' 01'�� Phood: A.P.A. Rate<� Sheathing, Grade CD, UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: A -CIVAITC P_190.1-1992 Si~_ole Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: psfFloor. Live Load: -4 0 psf Seismic Zone :_� ind Speed: -7!5 mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing IS OLI psf ARE SPECIAL INSPECTIOI`iS REQUIRED �,JQ GENERAL: Any structural or non-structural items that are not specifically addressed in the=ollowing calculations and or details are designed by others and are not the responsibil i ty of � Or='_nj.a_ E_^_gi neeri nab Vert f i CctiO_i of the so -i-1 condit i 0 S at the prof pct site to d� �-`�8� the expansion index c,_ b�e=_r_n = ..apaci _y _s by o � Pace 1 of 2 APR /Z 19 POY5 - BY: JMR 9/7/00 JOB NO: -7010 PG. 2 OF NorthStar ENGINEERING PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 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 *.36 * W = 0.200 W FOR LIGHT FRAMED 4.5 S H EARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca =.36 PER UBC TABLE 16 - Q r-max=(V/10)*10/(Iw-*V)=1/lw=1/8' 0.125 p = 2 - 20 / (r -max * (Ab)A0.5) = 2 - 20 / (r -max * 4900" -0.29 p= 1.00 E = p * VW 0.200 W (PER UBC EQ. 30-1) NET FORCE = 0.200 W / 1.4 = 0.143 W WIND: EXPOSURE = B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0-15' = 0.62 Cq*qs*Ce = 0.0117 KSF 15'- 20' = 0.67 = 0.0126 KSF 20'- 25' = 0.72 = 0.0136 KSF 25'- 30' = 0.76 = . 0.0143 KSF 30'- 40' = 0.84 = 0.0158 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). sv: NI E M DATE: JOB NO: 70,10 'AGE -7j OF ih. Star 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 ENGINEERING 916-893-1600 Civil Engineers* Planners* Surveyors FAX 916-893-2113 =t p / — - ;- O •3 -CAR GARAGE SEE SHEET 6 FOR By: MEM Date: 9/6/00 Job No. -20°►4 Page <4 of PARTIAL LATERAL DESIGN NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 r.>m OOT ccmr-%--Y - S �� A- LINES: 2,3,4,5,6,A B,E,F K,L, & M COMPLY WITH U.B.C. SECTION 2320,�pM THEREFORE NO ANALYSIS REQUIRED SHEAR WALL LINE 1: 0 INDICATES LENGTH OF DIAPHRAGM INDICATES SHEAR WALL WITHOUT SHEAR PANEL, TYP. PANEL SECTION, TYP. L1 Lsw1 L2 Lsw2 L3 sw3 L4 Lsw L5 Lsw5 L6 L HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF L1 = 1 FT Lsw1 = 7 FT TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) L2 = 17.33 FT Lsw2 = 0 FT TRIBUTARY WALL AREA FOR WIND (AREAw) = 162 FT^2 L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = L6 = 0 FT 0 FT �I vjT �w TOTAL LENGTH OF WALL (L) = 25.33 FT 1(— i`r �1IJJ 40S SHORTEST LENGTH OF SHEAR WALL = 7 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.01 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 2.04 K LATERAL FORCE THAT GOVERNS (V) = 2.04 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 205 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 44 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 14 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 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 = 7.09 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 162 FT^2 WIND PRESSURE (P) = 0.0126 KSF By: MEM Date: 9/6/00 Job No. -704 O Page S of SHEAR WALL LINE 1: NorthStar 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 = 0.292 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.92 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) =.2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.37 K NET UPLIFT FORCE = Fu lift - Fdwn = 2.54 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.08 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 1.40 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + L2) = 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 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lswt + 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 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.40 K MIN. DRAG STRUT FORCE = 0.00 K USEAmaffia�MTESPLICE&✓ ITH SSTB20 A.B. PLATE SPLICES✓ Nn -C S"w By: MEM Date: 9/6/00 Job No. 70470 Page & of SHEAR WALL LINE 7: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthS tar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 LLsw1 L L2 LLsw2 L L3 LLsw3 L L4 L Lsw4L L5 LLsw5 L L6 L1 = L2 = 1 FT 12 FT Lsw1 = Lsw2 = 2.67 FTS 4.5 FT L3 = 10.17 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * TOTAL LENGTH OF WALL (L) = 30.34 FT SHORTEST LENGTH OF SHEAR WALL = 2.67 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 2.20 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 3.34 K LATERAL FORCE THAT GOVERNS V = 3.34 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) '= 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 613 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 66 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 31 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 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 = 15.412 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 265 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.466 KLF77 UPLIFT FORCE (Fuplift) = v * Hwall = 4.66 K By: MEM Date: 9/6/00 Job No. -70-gO Page 7 of SHEAR WALL LINE 7: North%ar 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 = 0.14 K NET UPLIFT FORCE = Fu lift - Fdwn = 4.51 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = , . 0.11 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.84 K DSF3 = v * Lsw1 - (V/ L) * (L1 + Lsw1 + L2) _ -0.48 K -- DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 1.12 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (Lt + Lsw1 + L2 + 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 + Lswt + 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 * (Lswt + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.12 K MIN. DRAG STRUT FORCE _ -0.48 K USE: SHEAR WALL NO. 3 H 6A HOEDOWN ON 4X POST WITH SST634 A.B. o R PH Dt� o 1 2' 2 X. By: MEM Date: 9/6/00 Job No. -70q D Page lb of SHEAR WALL LINE 8: 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 L L2 LLsw2 L L3 LLSW3 L L4 L LswC L5 L1 = 1 FT Lsw1 = 8 FT L2 = 32.33 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) = 41.33 FT SHORTEST LENGTH OF SHEAR WALL = 8 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 2.80 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 3.02 K L6 LATERAL FORCE THAT GOVERNS V) = 3.02 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAS) = 537 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.026 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 63 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 12 FT. HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 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 = 19.602 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 240 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.378 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.78 K By: MEM Date: 9/7/00 Job No. 7 Og cD Page 9 of SHEAR WALL LINE 8: NorthSftir ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (7'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.91 K NET UPLIFT FORCE = Fu lift - Fdwn = 2.87 K HOLDOWN REQUIRED 9] 7[cI&IIilji3eI:TO]9 DSF1 = (V / L) * L1 = 0.07 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 2.37 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 + L2 + 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 + 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 DSF 10 = v * (Lsw1 + Lsw2.+ Lsw3 + Lsw4 + Lsw 5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lswl3 + L4 + Lsw4 +. L5 + Lstn5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 2.37 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 2 HD5A HOLDOWN ON 2- 2X WITH SSTB24 A.B. o R p H p2 MSTC28 STRAP AT ALL TOP PLATE SPLICES OR ST6224 STRAP By: MEM Date: 9/6/00 Job No. '7O YO Page 10 of SHEAR WALL LINE C: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING L1 LLsw1 L L2 I,Lsw2 L L3 I.Lsw3 I. L4 L1 = 9.33 FT Lsw1 = 2.5 FT L2 = 9.83 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 W= 4.97 K TOTAL LENGTH OF WALL (L) = 21.66 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 = 2.5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 0.71 K L5 LLsw5 L L6 LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 0.97 K LATERAL FORCE THAT GOVERNS (V) = 0.97 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAS) = 195 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 28 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 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= 4.97 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 125 FT^2 WIND PRESSURE (P) = 0.0078 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV = 0.388 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.88 K By: MEM Date: 9/6/00 Job No. -7ogo Page Il of SHEAR WALL LINE C: NorthS tar 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 = 3.74 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.42 -K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.44 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 + L3) = 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) * (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 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 0.44 K MIN. DRAG STRUT FORCE = 0.0� 0 K f� r, � �' `� . r7 � � � A /.u� USE: SHEAR WALL_N�"�-,> v `"" HD6A HOLDOWN ON 4X POST WITH SSTB34 A.B. O (L P p S OI.I Z - Z x By: MEM Date: 9/6/00 Job No. -200to Page 12 of SHEAR WALL LINE D: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthS tar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 LLsw1 L L2 LLsw2 L L3 LLsw3 L L4 L Lsw4L L5 LLsw5 L L6 L1 = 21 FT Lsw1 = 4 FT L2 = 1 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 W = 7.666 K TOTAL LENGTH OF WALL (L) = 26 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.10 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.94 K LATERAL FORCE THAT GOVERNS V) = 1.94 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) _ 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 359 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 23 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 16 FT HEIGHT OF TRIBUTARY WALLS (Hwall) _ 10 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 = 7.666 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 250 FT^2 WIND PRESSURE (P) = 0.0078 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.485 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 4.85 K By: MEM NOrthStar 20 DECLARATION DRIVE Date: 9/7/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. -70`10 530-893-1600 Page 13 of FAX 530-893-2113 SHEAR WALL LINE D: (CONTINUED) DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.21 K NET UPLIFT FORCE = Fu lift - Fdwn = 4.63 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 1.57 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.07 K DSF3 = v * Lsw1 - (V/ L) * (L1 + Lsw1 + L2) = 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 + L3) = 0.00 K DSF6 = v * (Lswt + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (Lt + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswt + 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 + Lsw 5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.57 K MIN. DRAG STRUT FORCE = 0.00 K USE: P-1 Ho�oowN ON 4X POST WITH SSTB34 A.B. o R P 140 S 0 Z — A36 STRAP AT ALL TOP PLATE SPLICES OR MSTl-3T-5 Our s 40wr� By: MEM Date: 9/6/00 Job No. '7090 Page 14 of SHEAR WALL LINE G: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING I: 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 LLsw1 I, L2 LLsw2 L L3 LLsw3 L L4 L Lsw4, L5 I,Lsw5 I. L6 L1 = 18 FT Lsw1 = 6.5 FTS L2 = 1.5 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) = 26 FT SHORTEST LENGTH OF SHEAR WALL = 6.5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.32 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 2.12 K LATERAL FORCE THAT GOVERNS (V) = 2.12 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAS) = 428 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 20 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 33 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 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 = 9.242 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 273 FT^2 WIND PRESSURE (P) = 0.0078 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.326 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.26 K By: MEM NorthSteir 20 DECLARATION DRIVE Date: 9/6/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. -7o4io 530-893-1600 Page .15 of FAX 530-893-2113 SHEAR WALL LINE G: (CONTINUED) DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.35 K INET -UPLIFT FORCE = Fu lift - Fdwn = 2.91 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 1.47 K DSF2=v*Lsw1-(V/L)*(LI +Lsw1)= 0.12 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) * (1-1 + 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 * (Lswt + 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) * (L7 + Lswt + 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 = 1.47 K MIN. DRAG STRUT FORCE = 0.00 K USE:SHEAR WALL NO.2 HD5A HOLDOWN ON 2- 2X WITSSTB2 A.B) OF— P f H? 2. o r1 Z — Z x By: MEM Date: 9/6/00 Job No. %0c7p Page I& of SHEAR WALL LINE H: 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 LLsw1 L L2 LLsw2 L L3 LLsw3 L L4 L Lsw4L L5 I.Lsw5 I, L6 L1 = 0 FT Lsw1 = _. ci 4 FT L2 = 20.33 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 14.588 K TRIBUTARY WALL AREA FOR WIND (AREAw) = TOTAL LENGTH OF WALL (L) = 24.33 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 2.09 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 2.05 K LATERAL FORCE THAT GOVERNS (V) = 2.09 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 478 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.026 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 27 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 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 = 14.588 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 265 FT^2 WIND PRESSURE (P) = 0.0078 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.522 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 5.22 K By: MEM NorthStar 20 DECLARATION DRIVE Date: 9/7/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. '7 oq cD 530-893-1600 Page 17 of FAX 530-893-2113 SHEAR WALL LINE H: (CONTINUED) DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.21 K NET UPLIFT FORCE = Fuplift - Fdwn = 5.00 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 1 0.00 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 1.74 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 * (Lswt + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + 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 + 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 = 1.74 K MIN. DRAG STRUT FORCE _ -00-K USE: SHEAR WALL NO. 4 HD6A N ON 4X POST WITH SSTB34 A.B. O jZ. P RV Co C2 04-X MSTC28 STRAP AT ALL TOP PLATE SPLICES OR By: MEM Date: 9/6/00 Job No. '7070 Page I e> of SHEAR WALL LINE I: 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 I,Lsw2 I, L3 ILsw3 I, L4 I, Lsw4, L5 1, Lsw5 I, L6 L1 = 1 FT Lsw1 = 20 FT L2 = 26.67 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 18.728 K TRIBUTARY WALL AREA FOR WIND (AREAw) = TOTAL LENGTH OF WALL (L) = 47.67 FT pNL-� ea4 V OCO � SHORTEST LENGTH OF SHEAR WALL = 20 FT f J LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 2.68 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 5.14 K LATERAL FORCE THAT GOVERNS (V) 5.14 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 408 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.026 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 84 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 28 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 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 * Dlwexi + Lwint * DLwint) W = 18.728 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 408 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.257 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.57 K By: MEM Date: 9/6/00 Job No. -7 0,1 Page I q of SHEAR WALL LINE is NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE.RESISTING UPLIFT (Fdwn) = 2 / 3 * (2'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 1.41 K NET UPLIFT FORCE = Fu lift - Fdwn = 1.16 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) - L1 = 0.11 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 2.88 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 + L2 + 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 + Lswt + 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 = 2.88 K MIN. DRAG STRUT FORCE = 0.00 K USE: ASH HOLDOWN ON 2- 2X WITH SSTB20 A.B. o IZ 40 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 9/6/00 Job No. 70 `9 0 Page 20 of SHEAR WALL LINE J: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthiStar 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 I,Lsw2 L L3 LLsw3 L L4 L Lsw4L L5 - LLsw5 L L6 L1 = 17 FT Lsw1 = 4 FT L2 = 1 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) = 22 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K ` W = 1.09 K ' LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.84 K LATERAL FORCE THAT GOVERNS V = 1.84 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 250 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 40 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 18 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10 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 = 7.6 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 146 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.460 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 4.60 K By: MEM, Date: 9/6/00 Job No. -7090 Page 2 1 of SHEAR WALL LINE J: NorthStair ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (2'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.25 K NET UPLIFT FORCE = Fu lift - Fdwn = 4.35 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = , . 1.42 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.08 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 * (Lswt + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + 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 + 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 = 1.42 K MIN. DRAG STRUT FORCE = 0.00 K No, 2 5v�N USE: SHEA 3 6A HOLDOWN ON 4X POST WITH SSTB34 A.B. C117- F I+b LSTA36 STRAP AT ALL TOP PLATE SPLICES S4,:,,w o tQ � (-kt (S JmrZ 1100 3NO: —70 10 GE 2 Z OF NorthStar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893.1600 FAX 530.893-2113 SHEAR WALL,SCHEDULE SHEAR WALL 0 0 0 ® Q Q . 0 ALLOWABLE LOAD/FOOT 260 380 490 550 640 T 60 980 PLYWOOD 1Z,3,8 3/8" 3/8u 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX CDX CDX CDX STRUCT I CDX 2 SIDES 2 51DES EDGE NAILING 8d a 6" 8d 0 4i3 8d 0 3i3 8d 0 3i3 ad 0 2" 3 8d 0 4" 3 8d 0 3" 3 FIELD NAILING 5 ad 0 12" 8d 0 12" 8d 12" 8d 0 12" ad 0 12" 8d 0 12" Bd a 12" SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X SILL NAILING 6 TO FLOOR 16d 0 4" 16d 0 3" 16d A 3" irod 0 4" to 16d 0 3" Io 16d 0 3"I0 16d 0 3"lo CLIP, BLOCK 7 L550 L550 L690 L590 L590 LS90 LS90 TO PLATE 0 22" 0 14" 0161, 0 16" 0 12" 0 12" 0811 5/8" 5/6110 5/8110 5/8" 0 5/8" 0 5/6110 5/8110 ANCHOR BOLT 48" o.c. 18" oz. 14" oz. 12" oz. 28" oz. 24" oz. 18" oz. SPACING 9 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2" 1/2" � 36" oz. 13" oz. 10" o.c. 9" oz. 18" oz. 15" oz. ii" oz. I. OVER DOUGLAS FIR STUDS 0 16" O.C., HEM -FIR TOP PLATES ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING NAILS STAGGERED .WITH 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.C. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL. 8. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL BE RATED FOR EXTERIOR USE. 9. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" TMCK PLATE WASHER. 10. REQUIRES 2 ROWS STAGGERED 4 PREDRILLED J I� rL _ cl 100 Ncl. _7001 0 -2 23 N orthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO. CALIFORNIA 95:73 530.893.1600 FAX 530.893-2113 DESIGN VALUES F02 ANCHOR BOLTS .AND SILL NAILS I. NAILS PER ICBG REPORT NO. NEP-272 C TOF klbd S,!NKE`; . Zl A CI1 " [.. L/~Si(.SN C A P A C I Tr 0 F BOL i 5 PEn i AE,LE7 -.G` 0Z- TLS_ CAP .CITY OF BOLT iNI 2',, SLL = 5, T CAPACITY OF 1/2" o ANICHOP BOLT IN 3>: SILL = 1.33 * 730z = 970 Y / BOLT CAPACITY OF 5/6" 0 A'NiCHOR BOLT !�. 2 `-I' L = �3 Qc r C:,PACITY OF 5/S" 6 AN1Cr0Q BOLT i." = _ REGuCE ANCHOR c•OLT CAPACITY i\ NOT= 2 BY 50� FOR 2Y, SiLL PEAT_ I-LIHEN ALLOWABLE -,HE-AP PER FOOT 15 > THAN 350 PLF < e)00 PLF SHEAR WALL Ai Q 0 Q Q 0 ALLOWABLE LOAD/FOOT 260 -80 z90 550 ��O 7�0 980 SILL NAIL !gid 4" !cc n 3" - ROWS 2 ROtU5 2 RC'wS 2 ROWS J NAIL CAPACITY 3:�;� Zoo .VCI -2 0 9�0 9s0 2 �,NCHOR BOLT SPACING 48'I 3%," 3 -/SI' nl 3 2�:: 18:: ! 211 Y, / 3rO" !/2" ,. 3 !311 I/L Y'• 3 I�'1 211 3 I� C:I 1/ L I/L Y !` 11 i511 I/L" yI I!II SILL THICKNESS 2X 2X 2x 2X 3X 3X 3h 1/2" 4 ANCHOR BOLT CAPACITY 2 15 380 r95 5�0 C��7 7 io I,G>58 /8" ANCHOR BOLT CAPACITY 297 3'� �' Sv 9 5° " ��! ��O I,C%!2 I. NAILS PER ICBG REPORT NO. NEP-272 C TOF klbd S,!NKE`; . Zl A CI1 " [.. L/~Si(.SN C A P A C I Tr 0 F BOL i 5 PEn i AE,LE7 -.G` 0Z- TLS_ CAP .CITY OF BOLT iNI 2',, SLL = 5, T CAPACITY OF 1/2" o ANICHOP BOLT IN 3>: SILL = 1.33 * 730z = 970 Y / BOLT CAPACITY OF 5/6" 0 A'NiCHOR BOLT !�. 2 `-I' L = �3 Qc r C:,PACITY OF 5/S" 6 AN1Cr0Q BOLT i." = _ REGuCE ANCHOR c•OLT CAPACITY i\ NOT= 2 BY 50� FOR 2Y, SiLL PEAT_ I-LIHEN ALLOWABLE -,HE-AP PER FOOT 15 > THAN 350 PLF < e)00 PLF BY: DATE: JOB NO: X0.9 O PAGE OF IL M mrit'"Salar ENGINEERING Civil Engineers- Planners- Surveyors 1-c2 1-2 C�9 22 -2- 24F-V4 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916-893-2113 A F -,-A- A �,l A z -7- -2 j USS 12 x7- s NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 PROJECT IZ1G LOCATION ri W I( P Q I V a Ci H 100 VESS/®� M. Rlc `e GFS �s�Y 991 zu JOB NO. -7 �� O DATE 11 8 00 CODES: Uniform Building Code, 1997 Edition AISC,.Manual of Steel. Construction, 9th Edition ! AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c = 18.00 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for 44 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong-Tie.or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber:_ ANSI/AITC A190:1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 1 6O p s f Floor Live Load psf Seismic Zone :_ � Wind Speed: 7 o mph Exposure:Method 2 used unless otherwise noted. Allowable Soil Bearing psf ARE SPECIAL INSPECTIONS REQUIRED ? Iy 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 the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of BUTTE CO UN ty W".DING DEPARTMEW t • 1 t NorthStar BY: JMR ENGINEERING 9/7/00 JOB NO: -70,10 PG. 2 OF .20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 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 *.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 = .36 PER UBC TABLE 16 - Q r-max=(V/10)*10/(Iw-*V)=1/lw=1/8' 0.125 p = 2 - 20 / (r -max * (Ab)"0.5) = 2 - 20 / (r -max * 4900 -0.29 P= 1.00 E = p * VW 0.200 W (PER UBC EQ. 30-1) NET FORCE = 0.200 W / 1.4 = 0.143 W WIND: EXPOSURE = B METHOD 2 WIND SPEED = 75 MPH Cq - 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0-15' = 0.62 Cq*qs*Ce = 0.0117 KSF 15'- 20' = 0.67 = 0.0126 KSF 20'- 25' = 0.72 = 0.0136 KSF 25'- 30' = 0.76 = 0.0143 KSF 30'- 40' = 0.84 = 0.0158 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). BY: M E M DATE: I I oO JOB NO: 70� PAGE 3 OF *thSta1r 20 DECLARATION DRIVE <r = *• ''='�,� CHICO, CALIFORNIA 95973 ENGINEERING 916-893-1600 Civil Engineers* Planners* Surveyors FAX 916-893-2113 : 4. z c , SEE SHEET 6 FOR •- -• By: MEM North -Star 20 DECLARATION DRIVE Date: 11/6/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7090 530-893-1600 Page 4 of FAX 530-893-2113 CHECK OF ROOF RAFTERS SUPPORTING CEILING JOISTS w P MAXIMUM TRIBUTARY WIDTH (Wtrib) = 2 FT MAXIMUM SPAN LENGTH (Lspan) = 9 FT UNIFORM DEAD LOAD (wDL) = DI -roof * Wtrib = 20 PLF Lspan UNIFORM LIVE LOAD (wLL) = LLroof * Wtrib = 32 PLF I CONCENTRATED DEAD LOAD (Pdl) = DI -ceiling * Wtrib * Lspan / 2 = 45 LBS WHERE DI -roof = 10 PSF DI -ceiling = 5 PSF LLroof = 16 PSF LLceiling = 0 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) j USE: 2X6 DOUGLAS FIR LARCH #2 AT 24" O.C.`/ BEAM SUPPORTING CEILING JOISTS AT FAMILY ROOM - BM1 w MAXIMUM TRIBUTARY WIDTH (Wtrib) = 3 FT MAXIMUM SPAN LENGTH (Lspan) = 28.5 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 15 PLF Lspan -UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 30 PLF WHERE DI -ceiling = 5 PSF LLceiling = 10 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 3 1/2"X11 7/8" MICROLLAM LVL BEAM SUPPORTING CEILING JOISTS AT FAMILY ROOM - BM2 w MAXIMUM TRIBUTARY WIDTH (Wtrib) = 3 FT MAXIMUM SPAN LENGTH (Lspan) = 19.5 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib'= 15 PLF Lspan UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 30 PLF WHERE DI -ceiling = 5 PSF LLceiling = 10 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 4X12 DOUGLAS FIR LARCH #1 lie By: MEM ®"®OI�t��' � 20 DECLARATION DRIVE Date: 11/6/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7090 530-893-1600 Page cj of FAX 530-893-2113 BEAM SUPPORTING ROOF RAFTERS AND CEILING JOISTS ABOVE FAMILY ROOM w MAXIMUM TRIBUTARY WIDTH (Wtrib) = 13.34 FT 1Q MAXIMUM SPAN LENGTH (Lspan) = 25 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 187 PLF Lspan UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 213 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT.FOLLOW) r� USE: 3 1/8"X18" 24F -V4 GLU-LAM BEAM AT BEDROOM #2. LIVING ROOM. DINING. KITCHEN & MASTER BDRM. - BM4 - BM8 w MAXIMUM TRIBUTARY WIDTH (Wtrib) = 14 FT MAXIMUM SPAN LENGTH (Lspan) = 12 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 196 PLF Lspan UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 224 PLF . WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 4X14 DOUGLAS FIR LARCH #d BEAM AT GARAGE - BM9, BM10, & BM11 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 12 FT MAXIMUM SPAN LENGTH (Lspan) = 18 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 168 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib 480 PLF WHERE DL = 14 PSF LL = 40 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) f USE: 51/8"X16 1/2" 24F -V4 GLU-LAM w Lspan By: MEM NorthStar Date: 11/8/00 ENGINEERING Job No. 7090 Page (�2 of BEAM AT GARAGE DOOR - BM12, BM13, & BM14 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 7 FT ! MAXIMUM SPAN LENGTH (Lspan) = 8.5 FT UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 98 PLF UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 280 PLF WHERE DL = 14 PSF LL = 40 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET�ON PAGES THAT FOLLOW) USE: 4x12 DOUGLAS FIR LARCH #1 2 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 w Lspan �, NorthStar Engineering Title : Job # 7090 20 Declaration DriveDsgnr: MEM Date: • , 530-893-1600 Description Scope Page RN 510001 Timber beam &Joist Description Timber Member Information Roof Rafters Timber Section 2x6 Beam Width in 1.500 Beam Depth in 5.500 Le: Unbraced Length ft 0.00 Timber Grade ouglas Fir • Larch, Fb - Basic Allow psi 875.0 FV - Basic Allow psi 95.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status I No Center Span Data Span ft 9.00 Dead Load #/ft 20.00 Live Load #/ft 32.00 Point #1 DL lbs 45.00 LL lbs @ X ft 2.000 Results Ratio = 0.7986 6.87 Mmax @ Center in -k @X= ft 4.32 fb : Actual psi 908.4 Fb : Allowable psi 1,137.5 Bending OK fv : Actual psi 44.6 Fv : Allowable psi I 95.0 Shear OK Reactions 125.00 @ Left End DL lbs LL lbs 144.00 Max. DL+LL lbs 269.00 @ Right End DL lbs 100.00 LL lbs 144.00 Max. DL+LL lbs 244.00 Deflections -0.111 Center DL Defl in LIDO Ratio 973.8 Center LL Defl in -0.142 LIDO Ratio 760.8 Center Total Defl in -0.253 Location ft 4.464 UDefl Ratio 427.2 Results Ratio = 0.3474 0.3161 0.9338 0.8858 ' NorthStar Engineering Mmax @ Center in -k Title : Job # 7090 375.00 90.72 314.93 @ X = Dsgnr: MEM Date: 20 Declaration Drive 12.50 6.00 9.00 • Description psi 530-893-1600 . 347.7 2,222.2 885.8 1,354.3 Fb : Allowable psi 2,600.0 1,100.0 2,379.7 Scope: 2,360.9 Page Bending OK Bending OK Bending OK Bending OK Bending OK fv : Actual psi 39.5 Timber Beam & Joist 117.3 66.5 Fel 510001 Fv : Allowable psi 285.0 95.0 165.0 Description 165.0 Shear OK Shear OK Timber Member Information Shear OK Shear OK Reactions BMl BM2 BM3- BM4-BM8 +BM9.BM11i Timber Section lbs LVL:3.500x 4x12 3.125x18.0 4x14 5.125x16.5 Beam Width in 3.500 3.500 3.125 3.500 5.125 Beam Depth in 11.875 11.250 18.000 13.250 16.500 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 0.00 Timber Grade 2,337.50 ass Joist - MacMil ouglas Fir - Larchpouglas Fir, 24F - Wouglas Fir - Larchpouglas Fir, 24F - V Fb - Basic Allow psi 2,600.0 1,000.0 2,400.0 1,000.0 2,400.0 Fv - Basic Allow psi 285.0 95.0 165.0 95.0 165.0 Elastic Modulus ksi 1,800.0. 1,700.0 1,800.0 1,700.0 1,800.0 Load Duration Factor 1.000 1.000 1.000 1.000 1.000 Member Type -0.601 Sawn Sawn GluLam Sawn Glul-am Repetitive Status 3,385.4 No No No No No Center Span Data -0.507 -0.138 -0.685 -0.091 -0.328 Span ft 28.50 19.50 25.00 12.00 18.00 Dead Load #/ft 15.00 15.00 187.00 196.00 168.00 Live Load #/ft 30.00 30.00 213.00 224.00 480.00 Point #1 DL lbs 600.00 L/Defl Ratio 326.2 LL lbs 847.6 487.4 X ft 5.000 Results Ratio = 0.3474 0.3161 0.9338 0.8858 0.5736 Mmax @ Center in -k 74.30 25.67 375.00 90.72 314.93 @ X = ft 11.86 9.75 12.50 6.00 9.00 fb : Actual psi 903.3 347.7 2,222.2 885.8 1,354.3 Fb : Allowable psi 2,600.0 1,100.0 2,379.7 1,000.0 2,360.9 Bending OK Bending OK Bending OK Bending OK Bending OK fv : Actual psi 39.5 15.1 117.3 66.5 . 87.7 Fv : Allowable psi 285.0 95.0 165.0 95.0 165.0 Shear OK Shear OK Shear OK Shear OK Shear OK Reactions Left End DL lbs 708.49 146.25 2,337.50 1,176.00 1,512.00 LL lbs 427.50 292.50 2,662.50 1,344.00 4,320.00 Max. DL+LL lbs 1,135.99 436.75 5,000.00? 2,520.00 5,832.00 Right End DL lbs 319.01 146.25 2,337.50 1,176.00 1,512.00 LL lbs 427.50 292.50 2,662.50 1,344.00 4,320.00 Max. DL+LL lbs 1 .746.51 438.75 51000.00 2,520.00 5,832.00` Deflections Center DL Defl in -0.543 -0.069 -0.601 -0.079 -0.115 L/Defl Ratio 629.3 3,385.4 499.0 1,816.3 1,879.8 Center LL Defl in -0.507 -0.138 -0.685 -0.091 -0.328 L/Defl Ratio 675.2 1,692.7 438.1 1,589.3 657.9 Center Total Defl in -1.048 -0.207 -1.286 -0.170 -0.443 Location ft 13.794 9.750 12.500 6.000 9.000 L/Defl Ratio 326.2 1,128.5 233.3 847.6 487.4 Ao NorthStar Engineering 20 Declaration Drive 530-893-1600 Page 9 OF 9 Rev 510001 Description Title: Dsgnr: MEM • • .Description Scope: Timber Beam & Joist Date: Job # 7090 Reactions Timber Member Information lbs 416.50 BM12 - BM14 Timber Section 1,190.00 4x12 Beam Width in 3.500 Beam Depth in 11.250 Le: Unbraced Length ft 0.00 Timber Grade 1,606.50 ouglas Fir - Larch, Fb - Basic Allow psi 875.0 ! Fv - Basic Allow psi 85.0 Elastic Modulus ksi 1,300.0 Load Duration Factor -0.061 1.000 Member Type 1,674.5 Sawn Repetitive Status -0.082 No Center Span Data 4.250 L/Defl Ratio Span It 8.50 Dead Load #/ft 98.00 Live Load #/ft 280.00 Results Ratio = 0.5765 Mmax @ Center in -k 40.97 @ X = ft 4.25 fb : Actual psi 554.9 Fb : Allowable psi 962.5 Bending OK fv : Actual psi 48.0 Fv : Allowable psi 85.0 Shear OK Reactions Left End DL lbs 416.50 LL lbs 1,190.00 Max. DL+LL lbs 1,606.50 Right End DL lbs 416.50 LL lbs 1,190.00 Max. DL+LL lbs 1,606.50 Deflections Center DL Deft in -0.021 LIDO Ratio 4,784.3 Center LL Defl in -0.061 L/Defl Ratio 1,674.5 Center Total Dell in -0.082 Location ft 4.250 L/Defl Ratio 1,240.4 Nor,thStar 3 ENGINEERING Civil Engineers • Planners - Surveyors December 18, 2000 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Fax: 538-2140 Attention: Philo Hunt RE: Permit No.. 00-2489 (Rick Denney) Dear Mr. Hunt, I have reviewed the lateral design for the Denney residence. The walls shown on line B, E, and F are okay by inspection. Items 2 thru 9 have been shown on the plan. If you have. any questions, please contact me at 893-1600. Sincerely, ' Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 ,, FAX -893-2113 1 RESIDENTIAL GAS WATER HEATERS 5-YUR TANK WARRANTY - 1 -YEAR FMTS VMPANTY FOAM INSULATED/ENERGY-EFFICIEN*- . TALL MODELS i - ----- .- - CENi1o1.111i FKATURE>li Anode Rod protects against tank corrosion. AAA flsd,�tfsijik-b1f51E.C.b�1 safety feature: ConveMent &Setting Temperature Control allows Energy vIngPRO : i~? ;Ca o. homeowner to tailor water temperature to individual needs. Nylon Faetorydnstalled Temperature and Pressure (T&P( Maximum Hydrostatic Working Pressure: 150 PSL Rsw Valve. Malalll c%msd under one or more these U.S. Patent Numbers: 4,447,377, 4,527,543, 4,505,231, 5,020,512 or 5,379.507. Canadian Patent Numbers: 1,151,480, 1,229,270, 1,264,622, 1,325,447, 1,324,325 and other SPECIFICATIONS Canadian Patents pending. Mede) Number TALL MODELS Gal. Par .volt �Y Cap.! Cap'' i FeCte*100' p�� p�� i 61A ....nORI� . I J An Hood Outter 00- 60° i A B C D a E F � � PRVA"OCT-42W 40 ; 40,000 .61 1 37.3 41.51622 62% 58 20 15 8 52=14 , 3%4" 159 PRV,E&NOCT-42W %1W IZ5 1, sae 52% , T-:4" 169 PRV-40-NOCTUS2W 140 1 35,000 .63 32.7:36.3 54.5 64� 60 i 20 15 8 52% 3"-4° 159 PRY-50-NOCT-32W 150 1 36,000 .60 1 34,11 38 1 57 60 1 556 ; 22 1 15 8 , 51 3" 165 -N= pm,.0 l nor 3' or 4' Vent Pipe on 40 Odbn model. ra"to yep widet pop0vds,,wnv*. warm V m "f- In mrrW mrnhnr warn (Mole VTsi M when ordernp propene, charvp *N'to'Win model number (PRV-40-POCT-42W). Meets Callfamla Water Heating Budget in any of the 18 Climate Zones without an external R-12 Insulation Wrap. Some Job specifications may require a thermostat with a maximum ANODE ANODE setting of 1400F. Thfs must be specified when ofdering. war colo All models design -certified by A.G.A. Laboratories, Inc., according to CQNN=10 NN![TION woe OCOLD ANSI Z21 .10.1 Standards covering storage -type water heaters. E CONNE-CnoN CONNECr*N {—E–i All models meet or exceed Federal Minimum Energy Standards effec- tive t'feo-tive January 1, 1990, according to the NATIONAL APPLIANCE VALVE 10 GALLON MODEL Copyright Stats Industries, Inc. 1990 T24/1295 tNhK(SY GUNbLhVAI IVN ML.I trvr,c%.rn) u1 IUo r. VALVE As a general matter, these federal standards pre-empt state and 100al standards, and any other state and local requirements with respect to energy efficiency or energy use of these water heaters. All models also comply with the latest editions of the SSA National Codes, U.B.C., S.B.C.C., C.A B.O. and the H.U.D. standards. t!t/o ble.aiaeareet Stag sates w1th- r.= toe peGlfl tjon��aarre �¢�e t to change with- - � pr nQ�ic:�i i5 U rt i 500 By Pas CC!';V,'JtJITY DEVELOPMENT DEPT. INDUSTRIES INC. Ashland City, TN 37015-1299 Printed in 6" Type vent sr: KBV-3f (Natur KBV-3£ (Props Control access 24,000 gas log Distributed by: P/N 903683 REV. N/C 9/97 t V 0 i� Nall switch or optional «fireless remote available. Combustible materials can be brought to the top of the fireplace. — a- �-93/4'—► A =777i A 4o. 112" 61 /2' Q be used for fiaming purposes — consult installation instructions. • The KBV-38 offers the clean lines of a radiant gas Product designs, materials, dimensions, specifications, colors and ` ~ • fireplace with no expgsed grilles. Available in prices subject to change or discontinuance without notice. Built to natural and propane gas models, the KBV has a ANSI "L21.50 standard. large 38" opening and a brick pattern refractory interior. The KBV comes 38^ complete with clean -burning ceramic fiber logs and a 24,000 Btu/hr burner SUPERIOR® that produces realistic flames and embers. Choose from a self -generating 0" The Fireplace Company millivolt control system with piezo pilot ignition or pilotless electronic 4325 Artesia Ave., Fullerton, CA 92833, (714) 521-7302 ignition. Ready for on/off wall switch. Six inch type B venting makes instal- 34-1/2 lation easy and economical. The KBV-38's smooth front face allows surround materials to be installed right up to the fireplace opening. As a result, you get the appearance of a traditional masonry fireplace with the installation ease and convenience of a factory -built fireplace system. Tested and certified as a vented gas fireplace. Optional Accessories • Glass Doors • Wall Switch Kit Front • Wireless Remote Control Kit • Gas Flex Lane Kit View • Outside Combustion Air Kit 7. 38SC-SPB / Twin -Pane 38SBF-SPB Bi -fold ALL -GLASS" ALL -GLASS" solid solid polished polished brass; 38SBF-PB y brass. polished brass; 38SBF-ABR Left antique brass; 38SBF black. View I 6" Type vent sr: KBV-3f (Natur KBV-3£ (Props Control access 24,000 gas log Distributed by: P/N 903683 REV. N/C 9/97 t V 0 i� Nall switch or optional «fireless remote available. Combustible materials can be brought to the top of the fireplace. — a- �-93/4'—► A =777i A 4o. 112" 61 /2' be used for fiaming purposes — consult installation instructions. Product designs, materials, dimensions, specifications, colors and ®! prices subject to change or discontinuance without notice. Built to ANSI "L21.50 standard. Qsrm� 38^ SUPERIOR® 0" The Fireplace Company 21• 4325 Artesia Ave., Fullerton, CA 92833, (714) 521-7302 34-1/2 r -5/1G• - 7- 4o-1/2' Right F1 F1_ View 38.3/4• 10-1/2' 33 O61/2• Gas Linc O Access 0 3-1/8 Al Imo— 21.1/2' —► ,lunaion 21.1/2' 8ns 3-1/8' Linc Top 29-1/8' �® ®� View 8-3/4• \1/ 21.1/2• .� 4141/2' - Framing Dimensions Model u'iddi Height Depth KBV-38R 40-3/4- 39- I 21 -1/2 - Printed in USA 01997 by Superior Fireplace Company. Plants in Fullerton, CA; Union City, TN. Est 1932 A I Superior vented gas fireplace include a one-year (united warranty. NOTE: Diagrams and illustrations are not to scale and should not be used for fiaming purposes — consult installation instructions. Product designs, materials, dimensions, specifications, colors and ®! prices subject to change or discontinuance without notice. Built to ANSI "L21.50 standard. Qsrm� Consult your distributor for local fireplace code information. SUPERIOR® 0" The Fireplace Company 4325 Artesia Ave., Fullerton, CA 92833, (714) 521-7302 Printed in USA 01997 by Superior Fireplace Company. Plants in Fullerton, CA; Union City, TN. Est 1932 A I Superior vented gas fireplace include a one-year (united warranty. 17i, ° IKBV-38R Components & Specs. ,J Radiant heat built-in fireplace. Includes 24,000 Btu gas log set, high temperature limit switch and safety screens. Available in standing pilot millivolt or direct spark ignition (E) models. Options include glass doors, combustion air kit and wireless remote control. Use with locally available 6" type B venting. A.G.A. Design Certified as a Vented Gas Fireplace. E4 ao W" -- Doors -- --- D 38SBF •� i ;; ! ._ Black bi-fold 38SBF-PB Poslished brass bi-fold ': I 38SBF-SPB Solid polished brass bi-fold 38SBF-ABR y� Antique brass bi-fold i 38SC-SPB i Solid polished brass twin -pane Bi -Fold Door T" Series door Outside Air Kit AK -4-3A AK-4LD-3A For use with all KR to duct outside combustion air to the fireplace. For use in conventional homes. Model AK-4LD-3 supplied without 4" duct. Obtain required duct locally or use Superior's Bulk Duct Kit. Model BDK. Remote Control Kit �� e M Model RCK can be used in lieu of manual RCK ON/OFF wall switch. The kit consists of a receiver and a wireless hand-held transmitter (Batteries RCK not included.) Effective Component Heights Fireplace 37-1/2" Additional Information Weight 165 lbs. Flue Type 6,, type B* *Note: Follow G' B vent installation iiulrudions. .I SUPERIOR. 2199 650.74-TG1Y (498) 13YORK o GAS-FIRED FURNACES = INDUCED COMBUSTION —' HIGH—EFFICIENCY MULTI -POSITION, 0 0 (UPFLOW & HORIZONTAL) a 32-104 MBH OUTPUT 80 AFUE 0 0 0 0 0 I Rl� r ,4 ®ask EFFICIENCY RATING 7 l�`� � CERTIFIED ®&MtOM arra �nn� MODELS P3HU DESCRIPTION These high efficiency, compact units employ induced combus- tion, reliable hot surface ignition and high heat transfer tubular heat exchangers. The units are factory shipped for installation in upflow or horizontal applications. These furnaces are designed for residential installation in a basement, closet, alcove, attic, recreation room or garage and are also ideal for commercial applications. All units are factory assembled, wired and tested to assure safe dependable and economical installation and operation. These units are Category I listed and may be common vented with another gas appliance as allowed by the National Fuel Gas Code. WARRANTY 20 -year limited warranty on the heat exchanger. 10 -year heat exchanger warranty on commercial applications. 15-vear limited Darts warranty. 1 FEATURES. • Easily applied in upflow, horizontal left or horizontal right installation with no conversion necessary • Electronic hot surface ignition with high reliability and dependability • 100% shut off main gas valve for added safety • Rollout safety control • "Diamond Tough' hot surface igniter • High velocity filter provided for field installation • High quality inducer motor for quiet operation • Standard terminals for controlling humidifiers and EAC's • 40 VA control transformer fuse protected • Easy to connect power and control wiring • Efficiency ratings of 80 AFUE attained by using tubu- lar heat exchangers • Cooling relay supplied for easy installation of add-on cooling • Multi -speed PSC, direct -drive blower motors to match cooling requirements • Adjustable fan -off settings to eliminate 'cold -blow" • Compact 40 -in height allows installation in small space confines • Lo NOx models available to meet specific area re- quirements • All standard "N" models are propane convertible • Low unit amp requirement for easy application • Attractive baked enamel finish for durability FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE 650.74-TG1 Y DIMENSIONS �— B --- N 4 Nent Coctlon` 0 0 o POWER WIRING 7/8' HOLE � ► 13314 ® ® 53/8 14314 —►�2-1/ 2 40 GAS INLET ACCESS 1-1K' X 2-12' IED WIRING 718' K.O. 2 1 I OPTIONAL SIDE I 32-112 ® 14 j RETURN CUT-OUT 23.112 (ETTHER SIDE) I ® 8314 —►� 1•--- A - 04 .28-1/2 T'STAT WIRING FRONT LEFT SIDE 7/8- K.O. RIGHT SIDE M — B—►+ —i ent 28-1/2 20 Cowwy tion t9 (WITH K.O. (vent size) 23 REMOVED) i D I II TOP MAGE I BOTTOM IMAGE 3/4�� (FRONT) (FRONT) FLANGE All dimensions are in inches and are approximate. RATINGS & PHYSICAUELECTRICAL DATA Model' • A B C D E I F P3HUA08NO3201 14-1/2 13-1/4 10-1/8 3 10-1/8 4-3116 P3HUA12NO3201 14-1/2 13-1/4 10-1/8 3 10-1/8 4-3/16 P3HUA08NO4801 14-1/2 13-1/4 10-1/8 3 10-1/8 4-3(16 P3HUA12404801 14-12 13-1/4 10-1/8 3 10-1/8 4-3116 P3HUA12NO6401 14-12 13-1/4 10-1/8 4 10-1/8 3-3/4 P3HUB16NO6401 17-12 16-1/4 13-1/8 4 11-5/8 3-34 P3HUC20NO6401 21 19-3/4 16-5/8 4 133/8 3-3/4 P3HUB12NO8001 17-12 16-1/4 131/8 4 11-5/8 33/4 P3HUB16NO8001 17-12 16-1/4 131/8 4 11-5/8 33/4 P3HUC20NO8001 21 1 19-3/4 16.5/8 4 133/8 33/4 P3HUC16NO9201 21 19-314 16-5/8 4 13-3/8 33/4 P3HUC20NO9201 21 19-3/4 16-518 4 133/8 33/4 P3HUD20N10401 24-12 23-1/4 20.1/8 L 4 1 15-1/8 33/4 Eighth place rrwdel designator may be •N• for standard mils or 'V for factory built low NOx units Model Input MBH Output MBH AFUE1 Air Temp Rise F Max. Outlet Temp. OF Blower HP Size Total'- Unit Amps _ Max. Over- ��' Min. Wire Size (AWG) ,ect.O�ne7 Oper. WgL (Lbs) P3HUA08NO3201 40 32 '80 30-60 160 1/4 9 x 6 9.0 20 14 100 P3HUA12NO3201 40 32 80 25-55 155 1/3 10 x 7 9.0 20 14 105 P3HUA08NO4801 57 46 80 30-60 160 1/4 9 x 6 9.0 20 14 105 P3HUA12NO4801 57 46 so. 25-55 155 1/3 10 x 7 9.0 20 14 110 P3HUA12NO6401 80 64 80 35-65 170 1/3 10 x 7 9.0 20 14 117 P3HUB16NO6401 80 64 80 25-55 155 34 11 x8 12.0 20 14 126 P3HUC20NO6401 80 64 80 25-55 165 1 11 X10 12.0 20 12 140 P3HUB12NO8001 100 80 80 40-70 170 12 10 x 8 12.0 20 14 128 P3HUB16NO8001 100 80 80 35-65 165 12 10 x 10 12.0 20 14 134 P3HUC20NO8001 100 80 80 25-55 155 1 11 X10 12.0 20 12 145 P3HUC16N09201 115 92 80 35-65 170 12 1 1Ox10 12.0 20 14 145 P3HUC20NO9201 115 93 80 30-60 170 1 11 x 10 12.0 20 12 147 P3HUD20N10401 130 105 80 35-65 165 1 111 x 10 14.0 20 12 158 NOTES: 1. AFUE numbers are determined in accordance with DOE test procedures. 2. Wire size and overcurrent protection must comply with the National Electrical Code (NFPA-704atest edition) • Eighth place model designator may be "N' for standard units, or "L" for factory built low NOx units. • For attitudes above 2,000 fL, reduce capacity 4% for each 1,000 ft above sea level. • Wire size based on copper conductors, 60° C. 3% voltage drop. • Continuous return air temperature must not be below 55°F. 2 Unitary Products Group 650.74-TG1 Y BLOWER PERFORMANCE - UPFLOWMORIZONTAL - CFM - Includes filters) NOTE: Data below reflects air flows with single return opening, either left or right side or bottom. MODEL* SPEED EXTERNAL STA11C PRESSUR INCHES W.C. 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 HIGH 1084 1033 973 908 828 743 624 438 — — 133HUA08N03201 P3HUA08N04801 MED 960 914 846 809 747 664 549 372 — — LOW 700 683 666 625 576 512 411 299 — — P3HUA12N03201 HIGH 1510 1447 1387 1318 1234 1158 1057 956 820 664 P3HUA12N04801 P3HUA12N06401 MED 1156 1128 1088 1040 994 938 860 756 634 496 LOW 882 862 837 803 764 711 645 567 467 324 HIGH 1606 1547 1485 1412 1342 •1266 1172 1080 971 800 P3HUB12N08001 MED 1377 1340 1302 1249 1196 1130 1051 967 850 688 LOW 1034 1027 1018 997 971 939 884 806 708 598 HIGH 1926 1852 1782 1706 1647 1551 1466 1364 1262 1135 P3HUB16N06401 MED 1443 1431 1409 1366 1334 1279 1024 1143 1055 947 LOW 1205 1203 1196 1189 1160 1114 1061 999 914 779 P3HUB16N08001 HIGH 1933 1858 1771 1679 1582 1491 1372 1255 1113 886 MED 1598 1588 1548 1508 1443 1353 1270 1137 993 800 LOW 1377 1297 1284 1271 1246 1194 1125 1005 851 727 HIGH 1927 1855 1780 1693 1611 1503 1382 1224 1039 687 P3HUC16N09201 MED 1649 1608 1556 1502 1423 1342 1218 1075 910 723 LOW 1324 1292 1266 1248 1208 1138 1044 940 802 631 P3HUC20N06401 HIGH 2217 2147 2072 1998 1918 1825 1728 1613 1490 1375 MED 1915 1864 1811 1758 1691 1622 1531 1440 1336 1208 LOW 1562 1548 1531 1502 1454 1396 1336 1243 1151 1026 P P3HUC20N08001 HIGH 2176 2099 2020 1942 1862 1772 1662 1552 1442 1316 MED 1924 1868 1805 1740 1680 1603 1512 1414 1318 1191 LOW 1565 1537 1504 1464 1414 1355 1280 1205 1115 1006 P3HUC20N09201 HIGH 2068 2032 1959 1873 1793 1709 1613 1516 1390 1273 MED - 1884 1827 1770 1713 1648 1586 1503 1402 1279 1174 LOW 1543 1522 1501 1461 1412 1363 1294 1213 1111 999 HIGH 2203 2127 2074 1983 1911 1825 1707 1637 1514 1390 P3HUD20N10401 MED 1901 '1876 1831 1787 1732 1665 1593 1486 1382 1284 LOW 1503 1469 1447 1424 1376 1337 1287 1218 1134 ' 1029 NOTE: Data below reflects air flows with two return openinqs two sides or one side and bottom. P3HUC20N06401 HIGH ' 2352 2287 2212 2133 2051 1965 1870 1765 1641 •1527 MED 1945 1917 1883 1837 1775 1720 1646 1556 1454 1358 LOW 1571 1556 1539 1525 1496 1456 1402 1317 1240 1159 HIGH 2363 2268 2178 2093 2007 1920 1833 1726 1599 1482 ' P3HUC20N08001 MED 1974 1941 1891 1837 1789 1708 1620 1530 1420 1311 LOW 1537 1527 1505 1476 1435 1394 1335 1259 1174 1077 HIGH 2305 2236 2155 2080 1997 1915 1815 1697 1580 1445 P3HUC20N09201 MED 1930 1886 1846 1795 1742 1677 1597 1497 1397 1271 LOW 1506 1492 1470 1441 1397 1353 1284 1216 1121 1026 HIGH 2334 2274 2203 2130 2043 1964 1870 1758 1646 1510 P3HU D20N10401 MED 1973 1939 1878 1828 1816 1736 1670 1604 1508 1370 LOW 1525 1499 1477 1457 1430 1390 1338 1276 1205 1120 Eigth place model designator maybe Tt" for standard units or "L" for factory built low NOx units. Airflow is expressed in standard cubic feet per minute. Motor voltage at 115V Unitary Products Group JOB NAME LOCATION ' PURCHASER ORDER NO. ENGINEER SUBMITTED TO FOR: _Reference _Approval _Construction SUBMITTED BY DATE UNIT DESIGNATION: Schedule No. MODEL N0. PRODUCT DATA HEATING PERFORMANCE INPUT CAPACITY ................ _MBH OUTPUT CAPACITY .............. _MBH AIR TEMP. RISE .................... _°F SUPPLY AIR BLOWER PERFORMANCE TOTAL SUPPLY AIR .............. _CFM TOTAL EXTERNAL STATIC PRESSURE .................... _IWG BLOWER SPEED (circle)...... HI MED LOW MOTOR RATING ................... —HP ELECTRICAL DATA POWER SUPPLY ............. TOTAL UNIT AMPACITY.......... _AMPS MINIMUM WIRE SIZE ............. _AWG MAXIMUM OVERCURRENT DEVICE O FUSES O CIRCUIT BREAKER... —AMPS UNIT WEIGHT TOTAL UNIT WEIGHT............ LBS. CLEARANCES (Inches) (Refer to table on back sfieet) NOTE: Refer to Forth 650.74-TG1 Y for detailed specifications. DESIG,y 7J ®O? OCI A1� �11Tril� EFFR=OENR UPWING CIE r�mrFlEo ama �— 3/4 I opo rroaa � I l i FRONT DIMENSIONS - INCHES I 20 i 0 D TOP IMAGE V (VCO`S`�j (FRONT) 28-1n ; r I (WITH K.O. 23 Ij REMOVED); BOTTOM IMAGE (FRONT) Model' o B C D rvaA ca u action) POWER WIRING I 13-1/4 10-1/8 13.3!4 7/8' HOLE 14-1/2 13-1/4 e ® 53/8 143/4 P3HUA08NO4801 2.12 --- 0-4 — 1. i — I S S� / ACCESS I 10-1/8 GAS INLET 1•iH'XI-1rZ' ING 71w KO. 14-1/2 13-1/4 10-1/8 4 P3HUB16NO6401 17-1/2 I 13-1/8 e i P3HUC20NO6401 OPTIONAL. SIDE RETURN CUrdLR SIDE) i 32.1/2 116 id I_ 2 1 2-1/4 (ErNER e 1 8.314 e 13-1/8 — 1 2 L---• 16-1/4 13-1/8 4 28-1 TSTAT WIRING 19-3/4 16-5/8 LEFT SIDE 74r K.O. RIGHT SIDE 19-3/4 I 20 i 0 D TOP IMAGE V (VCO`S`�j (FRONT) 28-1n ; r I (WITH K.O. 23 Ij REMOVED); BOTTOM IMAGE (FRONT) Model' A B C D P3HUA08NO3201 14-1/2 13-1/4 10-1/8 3 P3HUA12NO3201 14-1/2 13-1/4 10-1/8 3 P3HUA08NO4801 14-1/2 13-1/4 10-1/8 3 P3HUA12N04801 14-1/2 13-1/4 10-1/8 3 P3HUA12N06401 14-1/2 13-1/4 10-1/8 4 P3HUB16NO6401 17-1/2 16-1/4 13-1/8 4 P3HUC20NO6401 21 19-3/4 16-5/8 4 P3HUB12NO8001 17-1/2 16-1/4 13-1/8 4 P3HUB16NO8001 17-1/2 16-1/4 13-1/8 4 P3HUC20NO8001 21 19-3/4 16-5/8 4 P3HUC16NO9201 21 1 19-3/4 16-5/8 4 P3HUC20NO9201 21 19-3/4 16-5/8 4 P3HUD20N10401 24-1/2 1 23-1/4 20-1/8 4 HIGH -EFFICIENCY INDUCED DRAFT UPFLOW/HORIZONTAL GAS FURNACES MODELS: P3HU Eighth place model designator may be 'N' for standard units or 'L' for factory built low NOX units. FORM 650.74-SO1Y (497) 3/4' FLANGE Supersedes: 650.74-SO1 Y (297) MORK' i n w%; aro N uomworwv Ar. FEATURES • Multi -Position Upflow & Horizontal left and right application without field conversion , • Diamond tough Electronic hot surface ignition with high reliability and dependability • 100% shut off main gas valve for added safety Rollout safety control • Low unit amp requirement for easy application • Quality inducer motor for quiet operation • Built-in self diagnostics with fault code display. Integrated control module for simplicity and reliable, economical operation • Standard terminals for controlling humidifiers and EAC's • 40 VA control transformer (fuse protected) with easy to wire terminals • Easy to connect power and control wiring • Efficiency.ratings of 80 AFUE attained by using tubular heat exchangers • Cooling relay supplied for easy installation of add-on cooling • Multi -speed PSC, direct -drive blower motors to match cooling requirements • Adjustable fan -off settings to eliminate "cold -blow° • Compact 40 -in height allows installation in small space confines • 20 year warranty offered on heat exchanger and 5 years for parts • All models are propane corivertable • Attractive baked enamel finish for durability UNIT CLEARANCES TO COMBUSTIBLES - Inches (AIL surfaces identified with unit in a vertical position) APPLICATION TOP FRONT REAR LEFT RIGHT FLUE FLOOR/ CLOSET I ALCOVE ATTIC LINE 1 BRO302 (17-1/2') ❑ 1 BR0303 (21') ❑ SIDE SIDE BOTTOM CONTACT UPFLOW 1 6 0 0 3 6 COMBUSTIBLE YES YES YES NO UPFLOW B -VENT 1 3 0 0 0 1 COMBUSTIBLE YES YES YES NO HORIZONTAL 1 6 0 0 3 6 1 COMBUSTIBLE NO YES YES YES See Note' HOBRIZONTAL 1 3 0 0 0 1 COMBUSTIBLE NO I YES YES YES(See Note') NOTE 1: Line contact only permitted between lines formed by the intersection of the rear panel and side panel (top in horizontal position) of the furnace Jacket and building joists, studs or framing. FIELD INSTALLED ACCESSORIES: PROPANE CONVERSION = ❑ 1 NP0347 - 32, 64 & 80 MBH ❑ 1 NP0348 - 48, 92 & 104 MBH EXTERNAL SIDE FILTER RAC ❑ 1 SR0302 =FOR ALL MODELS EXTERNAL ❑ BOTTOM FILTER RACK 1 BR0305 (14-1/2') ❑ 1 BRO302 (17-1/2') ❑ 1 BR0303 (21') ❑ 1BRO304 (24-1/2') NOTES: HIGH ALTITUDE ( 000 - 5500 Fta CONVERSION ❑ 1 PS0301 - 32 & 48 MBH ❑ 1 PS0302 - 64, 80 & 92 MBH ❑ 1 PS0312 - 104 MBH HIGH ALTITUDE (5500 - 10.000 Ftl CONVERSION ❑ 1PS0301 32, 48 & 64 MBH ❑ 1 PS0311 - 80, 92 & 104 MBH NOTE: For high altitude conversion an orifice change may be required. Refer to Form 650.74-N1.1V for application information. Subject to change without notice. SHU 15M 597 .11 Code: EBY.EGY FORM 650.74-SD1Y (497) DESCRIPTION The HDB Series condensing unit is the outdoor..part of a versatile system of air conditioning. It is designed to 6e Custom -matched with one of YORK's complete line of evaporator sections, each designed to serve a specific function. Matching Air Handlers are available for upflow, downfl�ow or horizontal application to pro- vide a complete system. Electric heaters are available if re- quired. Add -On coils are available for use with upflow, downflow or horizontal furnaces. FEATURES QUALITY CONDENSER COILS - The coil is constructed of copper tube and hardened black coated aluminum fins for dura- bility and long lasting efficient operation. The fins on the unit are protected with a decorative grille. PROTECTED COMPRESSOR - The compressor is internally protected against high pressure and temperature. This is ac- complished by the simultaneous operation of high pressure relief valve and a temperature sensor which protect the compressor d undesirable operating conditions occur. DURABLE FINISH - Cabinet is made of pre -painted steel. The pre-treated flat galvanized steel provides a better paint to steel bond, which resists corrosion and rust creep. Special primer formulas and glossy earth tone finish insure less fading when exposed to sunlight. 550.38-TG2Y (398) i1YOR11 STELLAR 20WTM SPLIT -SYSTEM AIR CONDITIONERS SSW' ' SERIES -10.00 SEER - Models H*D13012 thru H*D13076 (1 0 and 3 O) Nominal Capacity: 12 thru 72 MBH LOWER INSTALLED COST - Installation time and costs are reduced by easy power and control wiring connections. Dis- charge line heat exchanger knockouts are provided, f required. Both quick connect and sweat conned models are available. Both service valves are firmly affixed to the unit. The sweat unit contains enough refrigerant for matching indoor coils and 15 feet of interconnecting piping. The small base dimension means less space is required on the ground or roof. TOP DISCHARGE - The warn air from the top mounted fan is - blown up away from the structure and any landscaping. This allows compact location on multi --unit applications. LOW OPERATING SOUND LEVEL - The upward air flow carries the normal operating noise up away from the living area The rigid top panel effectively isolates any motor sound. Isolator mounted compressor and the rippled fins of the condenser coil muffle the normal fan motor and compressor operating sounds. LOW MAINTENANCE - Long fife permanently lubricated motor - bearings need no annual servicing. EASY SERVICE ACCESS - Fully exposed refrigerant connec- tions and a single panel covering the electrical controls make servicing easy. SECURED SERVICE VALVES - Secured re -useable service valves are provided on both the liquid and vapor sweat connections for ease of evacuating and charging. FOR DISTRIBUTION USE ONLY -NOT TO BE USED AT POINT OF RETAIL SALE ' 550.38-TG2Y COOLING CAPACITY - With Upflow, Downfiow Horizontal and Furnace and Coils (continued) NFT UMODEEL RJRNACE COIL2 COOLING NOMINAL AIRFLOW W MODEL RATED NET MBH SEER / CFM TOTAL SEMS. SEER TXy EER a 21 G1NA048S21D 1400 39.5 292 4.4 1000 - 9.05 21 G2FD042S21 1400 39.5 292 4.4 10.00 - 9.00 1400 21.24 G1UA048S21 4 1425 40.0 29.6 4.4 10.00 :i HIDBO42 1600 M3HD048,S 1400 40.0 29.6 4.3 - 9.10 2000 G1HD048 1400 40.0 29.6 4.4 10.00 10.00 - 9.30 17 G2FD046S17 1400 40.0 29.6 4.4 10.00 9.10 • 2124 G2FD048.S2124 1425' 40.5 30.0 4.5 10.10 9.00 24 G2FD060S24 1450 41.0 30.3 4.4 10.20 9.10 :i 21 G1NA048S21D 1600 44.5 329 4.7 10.00 - 9.25 9.40 M3HD048S 1600 47.0 34.8 4.8 10.20 G1H0048S 1600 46.0 34.0 4.8 10.00 - 9.85 H2DB048 1600 17 21,24 G2FD046S17 1600 46.5 34.4 5.1 10.00 9.50 - 9.10 2000 G2FD048.S2124 1600 47.5 352 4.8 10.20 2124 G1UA048S21,24 1600 47.5 35.2 4.8 - 10.00 21,24 G1UAO60S2124 1620 49.0 36.3 4.8 1020 - 9. 95 24 G2FD060 24 1620 49.0 36.3 4.8 10.55 10.55020 - 10.2.2 0 M3HD060S 1600 47.0 34.8 4.8 10.20 10.2 G1HD060 1620 49.036.3 4.8 10.30 9.85 -To20 21,24 - G1UA060S21 24 1850 57.5 426 6.0 10.30 - - 9.55 H2DB060 2000 1 M3HD060S 1850 58.0 429 6.1 10.00 9.55 .�� G1HD060 1850 57.5 426 6.0 10.00 See Notes 24 G2FD060S24 1850 58.5 43.3 6.1 10.35 9.55 - 9.60 on page 2 Refer to Quids Selecbm Chart for specific furnace matchup. 4 COOLING PERFORMANCE 550.38-TG2Y 35.8 HIOB076 "' 06 16.6 521 6 45 76.0 84.3 5.35 7, 50 84 1 91.9 Sett tr NOTES. 1 For owdereirng unit or* Does not ndude effect of evaporator motor power or heal 2 Performance based on 15' 81 pwtxW and 15' sib -000{ at conderrsn9 unit . a. Increase capadty 1% for each 2' hmmw in stb coolM b. Decease capadty 1% for each 2° decrease in subcodng. 3. SLb-cooky in exoess of 20° may relit& in a=ssN* high condenswg terrperature with air on OWIW,er above 115'. Maxmurn reoomff-ded conder>sing temperatures 140°F. a e n SOUND RATINGS C:onp w- Bl r" Factory IreWled Un" Products Group UML (.D LISTED CBr*rCATM APPLIES ONLY WHEN USED WITH PROPER UOL COMPONQITS AS LISTED WrTH ARI LISTED SUCT. UP O AIR TEMP ON OONDENSERMODEL 75'F 95'F 115'F IMBH MODEL T/P O OO MPR. TBAPS* KW MBH KW MBH KW TEMP. M& HIDS012 35 61.5 132 1.14 112 124 9.2 1.34 H2D6036 35 61.5 39.! 40 665 14.7 1.17 '12.6 1.28 10.4 1.40 40 685 44.' 45 7(LO 16.4 121 14.0 1.33 11.6 1.46 45 76.0 48.E 50 84.0 18.0 124 15.5 1.37 12.8 1.51 50 84.0 52 i H1DB018 35 61.5 17.3 1.38 14.7 1.51 12.0 1.66 H106042 35 61.5 37.4 665 19.3 1.43 16.5 1.58 13.7 1.74 40 68.5 41.; 45 76.0 21.4 1.48 18.4 1.65 15.4 1.83 45 76.0 45.7 50 84.0 23.5 1.53 20.4 1.73 17.1 1.92 50 84.0 49.7 H2DB024 35 61.5 27.0 1.84 21.6 202 16.5 217 H2DB048 35 61.5 45.0 40 665 29.9 1.90 24.1 211 18.7 229 40 68.5 49.1 45 76.0 33.0 1.97 26.7 219 20.9 240 45 76.0 53.3 50 84.0 36.0 202 29.4 228 23.3 251 50 84.0 57.6 H20B= 35 615 29.1 248 23.0 266 17.4 281 H2DB060F45 35 61.5 53.6 40 665 325 258 25.8 277 19.6 293 68.5 58.4 45 760 36.0 268 28.7 288 21.9 3.06 76.0 63.4 50 84.0 39.5 278 31.6 299 243 318 84.0 68.6 35.8 HIOB076 "' 06 16.6 521 6 45 76.0 84.3 5.35 7, 50 84 1 91.9 Sett tr NOTES. 1 For owdereirng unit or* Does not ndude effect of evaporator motor power or heal 2 Performance based on 15' 81 pwtxW and 15' sib -000{ at conderrsn9 unit . a. Increase capadty 1% for each 2' hmmw in stb coolM b. Decease capadty 1% for each 2° decrease in subcodng. 3. SLb-cooky in exoess of 20° may relit& in a=ssN* high condenswg terrperature with air on OWIW,er above 115'. Maxmurn reoomff-ded conder>sing temperatures 140°F. a e n SOUND RATINGS C:onp w- Bl r" Factory IreWled Un" Products Group UML (.D LISTED CBr*rCATM APPLIES ONLY WHEN USED WITH PROPER UOL COMPONQITS AS LISTED WrTH ARI LISTED i JOB NAME LOCATION PURCHASER ORDER NO. ENGINEER ` SUBMITTED TO ;FOR:—Reference---Approval—Construction SUBMITTED BY DATE UNIT DESIGNATION: Schedule No. MODEL NO. %oUUL1N%J rrhrVMnnA1VGt TOTAL CAPACITY ................. ABH OUTDOOR DESIGN TEMP............ _'F ELECTRICAL DATA POWER SUPPLY .............. TOTAL UNIT AMPACITY........... _AMPS POWER INPUT REQ ................ _KW MINIMUM WIRE SIZE .............. _AWG MAXIMUM OVERCURRENT DEVICE O FUSES O CIRCUIT BREAKER.... AMPS UNIT WEIGHT TOTAL UNIT WFIGHT 10.c • UL approval (units 8 accessories). • CSA listed and ARI certified. • 5 -year limited parts warranty on the 1 phase units. • 1 -year limited parts warranty on the 3 phase units. • 5 -year limited warranty on the compressor. • Copper tube / coated blacked aluminum coil fins. • Intemally protected compressor. • Propeller type fan. • Durable construction. • Pre -painted Steel Cabinet • Factory wired. • R-22 total system charge (thru 15 ft of lines on sweat units). • Factory tested. • Sweat and quick (10, 1-5 ton only) refrigerant connections. • Re -useable service valves on sweat units. • Easy access to electrical and compressor compartments. 3-1/e )IA. HOLE 3USHING >NTROL' it NG) A. HOLE % K.O. VER WIRING) DIMENSIONS REFRIGERANT CONNECTION MODEL A QUICK CONNECT LINE SIZE LIQUID VAPOR LIQUID VAPOR HlDBo60 311/s MALE -6 MALE -11 3/s 7/s HlDB076 31 7A 1 - - 1h 1L6 Stub Adapters ...................... (# ) ❑ Precharged Line Sets ................ (# ) ❑ Off Cycle Timer(2TD08700124)..............................❑ Thermostats ....................... (# ).❑ Blower Off Delay (2FD06700224) ............................. ❑ Solenoid Valve Kit (2SV06700124) ............................ ❑ Hard Start Kit ...................... (# ) ❑ NOTES: CLEARANCES Front of unit ................. 24 inch All Other Sides .............. 12 inch Above Unit ............:.... 48 inch low Unit .................. 0 in MATCHING AIR SIDE EQUIPMENT: Model No .............. ( 1 Submittal Form No....... ( 1 Rotor to tortn 550.38-TG1Y for detailed spedlkxtbns on the unit and Ns accessories. Subject to change without notice. Printed In the U. S. A. SPLIT SYSTEM, CONDENSING UNITS MODELS H1 DBO60 and H1 DB076 5 and 6 Ton SHU 3M 198 .05 Codes: EBY, EGY FORM 550.38-SD2Y (596) I Supersedes: 550.38-SD2Y (894) im YORK® Heating and Air Condrbonirtg Z�M Oo 935. 20CLTLJ D ff-ZLg FEATURES CODE COMPLIANCE — 1990 NAECA, ASHRAE-90, BOCA and CEC. A.G.A. CERTIFIED — To ANSI standards for residential water heaters. CALIFORNIA — All models meet CEC labeling and recovery efficiency/standby loss requirements when ordered to SMRS-06. All California models must be ordered to SMR S-06. Not available for installation in NOx areas at this time. CLOSED COMBUSTION — All air for combustion is taken directly from the outside. Exhaust gases are vented directly outside. No costly chimney to install. COAXIAL VENT—Air supply and vent install through a single hole in the outside wall. Swivels 360 degrees for maximum installation flexibility. FOAM INSULATED — Minimizes radiant heat loss. GLASS LINED TANK — Glass, specifically developed by A. O. Smith ceramic research for water heater use, is fused to steel at 16000F, providing corrosion protection for years of dependable use. Proven reliable in millions of water heaters for over 50 years. DIP TUBE — Carries inlet water deep into tank. ANODE — Tank -mounted, screw-in anode for longer tank life. THERMOSTAT — Designed for long service life. Provided with safety shutoff. BURNER — All steel, multiport burner for improved combustion efficiency. REQUIRES NO ELECTRICAL POWER VENT CAP KIT — Easy to install. (Requires 6" hole through wall.) NOTE: Read the installation manual before installing this unit. Check installation dimensions before ordering water heater. Installation procedures and dimensions may not deviate from the instructions provided in the installation manual. A. O. Smith model FPS or FPD may be utilized for installations that require more flexibility. INSTALLATION NOTES: • Vent terminal must be at least 12" above grade. • Minimum gas pressure 4.5" W.C., Maximum gas pressure 14" W. C. • Heater must be 15" off the ground if installed where flammable vapors are present. • No extra venting may be added to the factory vent kit. . Do not install if all clearances cannot be maintained. • Consult installation manual for vent terminal placement. o Only high temperature silicone sealant provided with kit may be used to install vent. Revised April 1993 ENERGY SAVER DIRECT VENT FDV p.O.SMfTH k; tr �WWATER�,�TcA d An � 11 5 YEAR LIMITED WARRANTY OUTLINE If the tank should leak any time during the first 5 years, under the terms of the warranty, A. O. Smith will furnish a replacement heater. Installation, labor, handling and local delivery are extra. When used commercially, warranty is for 1 year. THESE OUTLINES ARE NOT WARRANTIES. For complete information, consult the written warranty or A. O. Smith Water Products Company. A 712.3 - SIDE VIEW VENT • FRONT VIEW [!1 0 0 6 1/4" I�.- OUTSIDE WALL \ i' I /INSIDE WALL J 73'4' 10 `N MUST BE I AIR T o o \ I 12" ABOVE SUPPLY BOX �6 3/4' GRADE — �0 10- --- ►� �`. VENT •SIDE VIEW GRADE 61/4' f-1/16' II (BASEMENT INSTALLATION) B \ A REAR 5 AIR TUBE FLOOR I 14' REAP. TOP VIEW FRONT VIEW � 1 VENT E RELIEF �O G _ AIR VALVE BOX j 3l4' NPT / t OPT. SIDE \ r VENT ! INLET VENT D PIPE OUTLET O p _va/ 8 ® D � 6• � _ I GAS VALVE i DRAIN T � G THERMOSTAT F II'I 1/7 NPT DRAIN GAS INLET VALVE Nat. Rec. Model Gal. Gas at First D E F Ship. Number Cap. Input 90 Hour A B C (Dia.) Rearz Sidez G H Lbs. MBT Rise Del. Min. Max. Min. Max. FDV-40 40 38 38.9 62 677/8 547/8 18 181/4 4 1/8 14 1/8 10 1/8 20 1/8 0 6 140 FDV-50 50 40 40.9 74 1677/81 58 1/2 14 5/16 20 1/4 3 1/8 13 1/8 8 1/8 18 1/8 0= 2Maximum lateral adjustment for all tank sizes is 10". SUGGESTED SPECIFICATIONS Water Heater(s) shall be direct vent Model No. as manufactured by A. O. SMITH, or an approved equal. Heater(s) shall be glass - lined, gas-fired, equipped to burn natural gas, design certified to meet the latest ANSI Standard by the American Gas Association. Heater(s) shall have an input rating of BTU/HR and with a recovery capacity of GPH at °F temperature rise. Gas control shall totally regulate the gas Supp yy to-mainl and pilot burners. Heater(s) shall have a maximum working pressure of 150 psi, a nominal storage tank capacity of _ gallons with a 3/4" relief valve opening and factory Installed anode rod for maximum cathodic protection. Internal surfaces of the heater(s) exposed to water shall be glass -lined with an alkaline boresi!icate composition fused -to -steel. Heater(s) shall also be equipped with an automatic shutoff device to shutoff entire gas supply in event of excessive temperature in tank. Heater(s) shall also be equipped with an A.G.A. certified coaxial vent pipe with vent cap. Tank shall be foam insulated. Outer jacket shall have a baked enamel finish. Heater shall have a 5 year limited warranty in a residential installation, (1 year in a commercial installation). Fully illustrated instruction manual to be included. Heater(s) shall comply with the National Appliance Energy Conservation Act (NAECA) of 1987. A. O. Smith Water Products Company Irving, TK. A Division of A. O. Smith Corporation A. O. Smith Corporation reserves the right to make product changes or improvements at any time without notice. A 712.4 C A. O. S - 't- Corp., 1993 PRINTED IN U.S.A. CERTIFICATE OF COMPLIANCE,: Residential ,Page 1 CF -1R Project Title: DENNEY4503s Run: 744 13 -Nov -00 Project.Address: LOT 2, £WING DR. DENNEY 4503s -CHICO,CA. 95926 Building Title:. DENNEY;,4503s Build* fP .Document Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688Plan eck / Date 2(- 00 Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: .11 --------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area: 4503 ft2 Average Ceiling Height: 11'0" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 180 deg (South) Glazing Area, % of Floor Area: 14.7% Average Fenestration U-Value:0.50 Insul Average Fenestration SHGC: 0.76 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Assembly Type --------------- R -value R -value R -value U -value Door -------- 0 -------- -- -------- 3.03 -------- 0.330 Wall 13 0 11.36 0.088 Wall 13 0 11.36 0.088 Wall 13 0 11.36 0.088 Wall 13 0 11.36 0.088 Wall 13 0 11.36 0.088 Wail 13 0 11.36 0.088 Wall 19 0 15.38 0.065 Wall 13 0 11.36 0.088 Wall 13 0 11.36 0.088 Wall 13 0 11.36 0.088 Wall 13 0 11.36 0.088 Floor 0 0 1.38 0.722 Floor 0 0 3.38 0.295 Floor 19 0 20.41 0.049 Ceiling 38 0 41.67 0.024 Slab Perimeter 0 0 0 0.507 Slab Perimeter 0 0 0 0.756 FLOOR TYPES AND AREAS Construction Type Area (ft2) Slab 459 Slab 3561 Non -Slab 483 Location/Comments Unconditioned Outside Outside Outside Attic Outside Outside Outside Outside Outside Unconditioned Outside Grade Grade Crawlspace Attic Unconditioned Outside Conditioned? Exterior Conditions/Descripti Yes Grade ane cowftl Yes Grade Yes Crawl pJ�U1NG QPM' APPROVE - CERTIFICATE 'OF �COMPLIANCE: Residential Page 2 SCF -3R Project Title: DENNEY 4503s Run: 744 13 -Nov -00 THEAMhL MASS Area Thick Type Exposed? (ft2) (in). Location/Comments ----------------- ----- ----- ---------------------------------------- None HVAC -SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4,2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type -------------------- Heater Name ------------ FENESTRATION Htrs Factor , 50g.W/H Standard Std.50gW/H Storage rias 1 ------ 0.60 Area U- Std.40gW/H Interior Exterior Overhang ; Orientation` (ft2) value Panes Shading Shading and Fins Window South 112.5 0.490 2 Standard BugScrn Overhang Window South 40.0 0.500 2 Standard BugScrn Overhang Window South 8.5 0.470 2 Standard BugScrn Overhang Window West 94.3 0.490 2 Standard BugScrn Overhang Window West 15.0 0.490 2 Standard BugScrn None Window West 33.3 0.500 2 Standard BugScrn Overhang Window West 7.5 0.470 2 Standard BugScrn Overhang Window North 134.3 0.490 2 Standard BugScrn Overhang Window North 66.7 0.500 2 Standard BugScrn Overhang Window North 22.5 0.47.0 2 Standard BugScrn Overhang Window East 17.8 0.500 2 Standard BugScrn Overhang Window East 103.5 0.490 2 '2 Standard BugScrn Overhang Skylight 8.0 0.870 Standard BugScrn None THEAMhL MASS Area Thick Type Exposed? (ft2) (in). Location/Comments ----------------- ----- ----- ---------------------------------------- None HVAC -SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4,2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type -------------------- Heater Name ------------ Heater Type --------------------- Htrs Factor (gal) 50g.W/H Standard Std.50gW/H Storage rias 1 ------ 0.60 ------ 50 40g.W/H Standard Std.40gW/H Storage gas 1 0.61 40 WATER HEATING SYSTEMS MISC Solar savings Solar system System Name fraction type ------------------------------------- 50g.W/H -- -- 40g.W/H -- -- Wood stove Wood stove boiler? boiler pump? No No No No PPR VW 1E D ,CERTIF.ICATE -OF .COMPLIANCE: •:Residential„ ,page `3 CF-iR Project`' Title: 'DENNEY 4503s Run: 744 13 -Nov -00 WATER HEATER/BOILER DETAIL Rated ,+ Pilot Water' .Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) r" Loss R -value (Btuh) ---------------------- ------------------------- ------ Std.40gW/H 76% -- 28.00 -- -- -- Std.50gW/H 760 -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES. 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading d�vic6p, must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. -------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate'of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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 responpibility. 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, Remarks, and Notes section. AJ rTE GOF1 V s 'Frf..JILDING DEPARTMEN `p CERTIFICATE 'OF,COMPLIANCE: .;ResidentialPageCF- 4 'IR Project "Title: DENNEY 4503sRun: 744 DESIGNER OR OWNER' DOCUMENTATION AUTHOR" DENNEY CONSTR.- —BOB METZGER O.D.S.-..' BOB METZGER O.D.S. 3161 WILLOW BEND 2231 St. GEORGE LN. #70 CHICO, CA. 95973 CHICO, CA. 95926 342-7056 530-342-9688 or 865-9688 Certification #: Signed Date Signed Date ENFORCEMENT AGENCY Name: Title: .Agency: Telephone: Signed Date JU FIE GOUNIv WAILUM DEPARTMEW 42-02 ET, COMPUTER METHOD SUMMARY :Page 1 C -2R Project Title: DENNEY 4503s Run: 744 13 -Nov -00 Project Address: LOT 2, EWING DR. , DENNEY 4503s CHICO, CA. 95926 , Building Title: DENNEY j4503s wilding Permit # Document Author: BOB METZGER O.D.S. Telephone:_ _ _ _ , .___.530-342-9688 or 865-_9688 w : 1`- Plan Check / Date Compliance Method: CALRES2j 1:35 ' �` '� * y" Field 'Check / Date ' + Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 19.87 Space Cooling 12.50 Water Heating 6.33 Total 38.70 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area:.. Average Fenestration U -Valuer .Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Ground Floor Area: BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) --------------------------- HOUSE 4503 ' 49533 OPAQUE SURFACES Proposed Design --------------- 17.20 ' 14.51 ' 6.91 -------- Complies 38.63 Yes 4503 ft2 11'0" ft -in SFD Single Family Detached 180 deg.(South) 14.7% 0.50 0.76 1.00 Slab on grade 1 49533 ft3- 4020 ft2 Vent Thermostat Height Type Type (ft) ----------=-- ------------ ------ Conditioned CEC_Standard 210" Surface Area U- Insl Total Tru Slr Construction Type ------ (ft2) value ----- Rval ---- Rval ----- Azm --- Tlt --- Gns --- Type ------------ Location/Comments -------------------- ---------- Zone = HOUSE Door 17.8 0.330 0 3 90 90 No 28 -Wood Unconditioned' Wall 728.5 0.088 13 11 180 90 Yes W13.2x4.16 Outside Wall Wall 74.5 711.7 0.088 0.088 13 �3 11 11 225 270 90 90 Yes Yes W13.2x4.16 W13.2x4.16 Outside Outslde L,-,-.-... i Wall 573.0 0.088 13 11 270 90 Yes W13.2x4.16 Attic _ 1 �1 •� M. 1. COMPUTER METHOD SUMMARY Wind 15.0 180 90 Page 2 C -2R t Project Title: DENNEY 4503s 40.0 180 90 Run: 744 13 -Nov -00 ________•_____ Wind 8.5 180 90 Fixed F31 Wind 19.0 180 90 Slider F32 Wind 19.0 180 90 Slider F33 OPAQUE SURFACES continued 180 90 Slider F34 Wind Surface Area U- Insl Total Tru Slr Construction Comments LocationCommen s Location/ Type (ft2) value Rval ----- Rval Azm --- Tlt Gns --- -- Type -------------- -Wall ------ 92.2 ----- 0.088 13 11 315 90 Yes W13.2x4.16 Outside Wall 456.8 0.088 13 11 0 90 Yes W13.2x4.16 Outside Wall 140.7 0.065 19 15 0 90 Yes W19.2x6.16 Outside Wall 40.0 0.088 13 11 45 90 Yes W13.2x4.16 Outside Wall 703.2 0.088 13 11 90 90 Yes W13.2x4.16 Outside Wall 147.2 0.088 13 11 90 90 No W13.2x4.16 Unconditioned' Wall 133.5 0.088 13 11 135 90 Yes W13.2x4.16 Outside Floor 459.0 -- 0 -- -- 180 No Slabl40E Grade Floor 3561.0 -- 0 -- -- 180 No Slabl40C Grade Floor 483.0 0.049 19 20 -- 180 No FX19.2x8.16 Crawlspace Ceiling 4495.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Insul Perimeter Length F2 'Insul Depth Type (ft) Factor R-val (in) Location/Comments Zone = HOUSE Exposed 15'0" 0.507 -- -- Unconditioned Exposed 289'0" 0.756 0 16 Outside FENESTRATION SURFACES Fenestration Area Tru Name Type (ft2) Azm Tlt -------------- ---- ----- --- --- Zone = HOUSE Glazing Open Frame Charactr Type Type Name Comments ------------------------------------------- Fll Wind 15.0 180 90 Slider F21FRTDR Wind 40.0 180 90 Hinged F22 Wind 8.5 180 90 Fixed F31 Wind 19.0 180 90 Slider F32 Wind 19.0 180 90 Slider F33 Wind 7.5 180 90 Slider F34 Wind 15.0 180 90 Slider F35 Wind 7.5 180 90 Slider F41 Wind 12.0 180 90 Slider FL11 Wind 7.5 225 90 Slider FL12 Wind 10.0 225 90 Slider L11 Wind 6.0 270 90 Slider L12 Wind 15.0 270 90 Slider L13 Wind 10.0 270 90 Slider L14SGD Wind 33.3 270 90 Slider L15 Wind 20.0 270 90 Slider L21 Wind 15.0 270 90 Slider BL11 Wind 10.0 315 90 Slider BL21FRCH Wind 33.3 315 90 Hinged BL22 Wind 7.5 315 90 Fixed Vinyl STD.OPER Wood/Div STD.DOOR Vinyl STD.FIXED Vinyl STD.OPER Vinyl STD.OPER Vinyl STD.OPER Vinyl STD.OPER Vinyl STD.OPER Vinyl STD.OPER Vinyl STD.OPER Vinyl STD.OPER Vinyl STD.OPER Vinyl. STD.OPER Vinyl STD.OPER Vinyl STD.OPER Vinyl STD.OPER Vinyl STD.OPER Vinyl STD.OPER Wood/Div STD.DOOR Vinyl STD.FIXED COMPUTER .METHOD SUMMARY. a 71, Project 'Title. DENNEY 4503s •* -®� ---------------------______==__-------- _'--- --- --- =_ FENESTRATION SURFACES cont$nued Fenestration Area Tru Open Frame Name Type (ft2) Azm Tlt Type Type ., §-___---- -------------- Bll ---- Wind ----- 8.0 -,-- --- 0 90 --------------w_ Slider Vinyl' __� - •B12 Wind 20.0 0 90 Slider Vinyl B13SGD Wind. 33.3 0 90 Slider Vinyl �+ -- . .'�• ��.��;� B14 Wind 6.0 0 90 Slider Vinyl , B15 Wind 10.0 0 90 Slider` Vinyl B16FRCH Wind 33.3 0 90 Hinged Wood/Di�„�'$'� '',. � • 1•- ••* � B17 Wind 7.5 0 90 Fixed Vinyl KIM B18 Wind 10.0 0 90 Slider Vinyl B21 Wind 10.0 0 90 Slider Vinyl .A*Mk ,,i B22FRCH Wind 33.3 0 90 Hinged Wood/Dim,., ' •a B23 B24 Wind 15.0 0 90 Fixed Vinyl Wind 10.0 0 90 Slider Vinyl B31 Wind 12,0 0 90 Slider Vinyl BR11 Wind 15.0 45 90 Slider Vinyl R1IFRCH Wind 17.8 90 90 Hinged Wood Di-y'- R12 Wind 12.0 90 90 Slider Vinyl- R13 Wind 15.0 90 90 Slider Vinyl R14 R21 Wind, Wind"X12:0 15.0 90 9.0 Slide-r,.,.Vinyl ; 90 90 S . der'1r Vinyl `R22 Wind '12;.'0 90 90 � ,� Slider:-„Vinyl FR11 Wind 15.0 135 90 Slid'er,J_.'Vinyl r -MFEIA ' FR12 Wind 15.0 135 90 Slider Vinyl FR13 Wind _ 7.5 135 90 Slider.`;^ Vinyl .(N-FrSA SLll Skyl 8.0 -- 0 Fixed• .. 'Vinyl GLAZING CHARACTERISTICS =. Glazing Charactr Glazing # of U- Interio' Shade T,es Name ------------ Type YP ------- Panes value.. ----- ----- SHGC See not STD.OPER Clear 2 0.490 ------��`' 0.870 Standar;_- ®:��®@@§ ®:r5 STD.DOOR STD.FIXED Clear Clear 2 0.500 2 0.870 Standar SKYLIGHT Clear 0.470 2 0.870 0.870 Standar. ®.(50 $%a%@@f§ ®:•� � 0.870 Standard ®:t%fj $@%$@fH OVERHANGS Fenestration -------------------------- Above' Left.- Name Height Width Depth _ Glazing.• ,"Extepf;.�§ F11 51011 3t011r 2 14 11 F21FRTDR 61811 61011 61011 .3141 F22 115” 61011 6 f 011 2101'1. 1; F31 F32 6.4.1 6#4'0 3.0.1 31011 1.0.1 ..64 ' COtI F33 5' 0" 1' 6" 110,. ' 1' 0" 641 61411, 4i44®v.e RV ..COMPUTER METHOD SUMMARY Page 4. C -2R Project Title: DENNEY 4503s Run: 744 13 -Nov -00 t OVERHANGS continued. Fenestration Name Height Width F34 5'0" Above 3'0" F35 510" Glazing Extension ------------------ 11611 F41 41011 6'4" 3' 0" FL11 51011 11011 11611 FL12 510" 151011 21011 L11 31011 2141 21011 L12 51011 1101 310" L13 5'0 it 210" L14SGD 6'8" 21411 5'0t1 L15 5'011 1' 41011 BL11 510f' 4010" 21011 BL21FRCH 618" 21411 510" BL22 116" 1' 510" B11 4'011 26' 0" 21011 B12 51011 21411 41011 B13SGD 6'8" 11011 510". B14 116" 2111 410" B15 5'011 21411 210" B16PRN 618" 101011 5'0" B17 1f611 111011 5'011 B18 510" 110" 21011 B21 51011 11011 2101t B22FRCH 6'811 581011 5'0" B23 1'6" 21411 10'0" B24 51011 11011 210" B31 410" 45' 0" 3101 BR11 51011 21411.4010" 31011 RIIFRCH 6'811 11011 21811 R12 310" 201011 410" R13 51011 21411 3' 011 R14 51011 11011 310" R21 41011 141011 31011 R22 4'011 21411 3'0" FR11 51011 71411 3' 011 FR12 51011 241011 3' 0" FR 13 51011 3'411 1 ' 611 FINS Fenestration -------------------------- Name I Height Width ------------ ------ ------ None aU COMY -, 0,01"WiNG.®,EPARTMEr. AvrmOVED, Above Left Right Depth ------ Glazing Extension ------------------ Extension 1'0" 6'4" 17'0" --------- 35'0" 11011 6' 4'1 151011 3816" 1101 2141 21011 211 1101 21411 2101 31611 11011 21411 21011 3' 01' 1' 011 2' 4" 4010" 121011 110" 21411 3310" 1810" 1' 01' 21411 26' 0" 261011 110" 21411 2010" 2910" 11011 21411 2111 48111 11011 21411 21011 31 0/1 101011 21411 111011 121011 1010" 110" 1110" 1210" 11011 21411 581011 91011 10" 110" 21411 5210" 1310" 11011 21411 45' 0" 191011 11011 21411.4010" 2510" 11011 21411 201011 47' 0" 11011 21411 141011 50'0" 11011 11011 141011 501011 1101' 21411 1110" 5610" 71411 3' 4" 241011 121011 1411 71411 3'411 18,011 8'0" 15'0" 71411 21011 181011 1010" 71411 314" 1510" 2110" 1' 0 11 11411 21011 21011 1011 11011 21411 21.011 21011 11011 2141 39101 30141 1101' 21411 33'0" 3510" 11011 21411 1810" 5110" '0" 11011 21411 810t1 .611011 1101 11411 2101 2101 1111 11411 211 2101 11011 2141' 1 2101 21011 11011 21411 21011 21011 1101 21411 2101 3161 -------------------------- Left Fin Right Fin Exten Dist -------------------------- Exten Dist Fin Fin above to Fin- F'i*h above to Depth p ------ Height g g ------ ----- lzn g glzing Depth Hight glzng glzing ------ ------ ------ ----- ------ aU COMY -, 0,01"WiNG.®,EPARTMEr. AvrmOVED, .iCOMPUTER-METHOD'SUMMARY :page 5 C -2R Project Title: DENNEY 4503s Run: 744 " 13 -Nov -00 THERMAL MASS-. Vol Cond- Area Thck'Heat duct- Construction:Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name -------------- Zone = HOUSE GasFurn.80 ACsplitl0 Winter Summer Targetted Fraction Fraction Thermal Mass Comments -------- -------- ------------ -------------------------------- Duct Location System Type Efficiency and R -value Furnace 0.80 AFUE Attic R-4.2 Air Cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type -------- Heater Name ------------ Heater Type ----------------- Htrs ---- Factor ------ (gal) ------ ------------ 50g.W/H Standard Std.50gW/H Storage gas 1 0.60 50 40g.W/H Standard Std.40gW/H Storage gas 1 0.61 40 WATER HEATING SYSTEMS MISC System Name ------------ 50g.W/H 40g.W/H Solar savings fraction ------------- WATER HEATER/BOILER DETAILS Solar system type ------------ Wood stove Wood stove boiler? boiler pump? No No No No Rated Water Recovery Input Standby Tank Heater Name Efficiency AFUE (kBtuh) Loss R -value - - - - - - - -•r �1.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Std.40gW/H 76% -- 28.00 -- -- Std.50gW/H 76% -- 36.00• -- -- Pilot Light (Btuh) JU FFE ?UNI e Rol COMPUTER METHOD SUMMARY image b F . C -2R Project 'Title: DENNEY 4503s Run: '744 13-Nov-00 -------------------------------------_� -------------------------- HYDRONIC DISTRIBUTION AND T6MINALS Pipe .'Pipe Insul System/Name Type Number run (ft) diam (in) thck (A7i:) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading dbv:kees must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. 4u MIE: Ur°41 �e MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 A iC. MF -1R Project Title.......... MASTER PLAN Date......... 01/01/" Project Address........ MASTER PLAN -------------- ------- CHICO, CA. i i Documentation Author... BOB METZGER 865-9688 ; Building Permit i ; Company ................ BOB METZGER 0 D S I Telephone .............. 865-9688 or 342-9688 ; Plan Check / Date ; Compliance Method...... 64,tvvf12A '60MfU4Vr�Field Check/ Date ; i Climate Zone __-____._.__ll_____________ �P/V�1�1►'�-�'�!� 7 � 1 ------------------------------------------------------------------------------- I _ 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 binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist oy. BUILDING ENVELOPE MEASURES Nesciggen1--Enforce- er went *150(a): Minimum R-19 ceiling insulation. f'11 1 t' f cturers labeled R -Value « 150(b): Loose i ensu a ion menu a *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). 11 *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. �1 150(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. !.F 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints r �� and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. ! 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. ' 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door .. b. Outside air intake with damper and control c. Flue damper and control ll E to 2. No continuous burning gas pilots allowed. 3 C I Pr. "'l �6 - 110-13: HVAC equipment, Nater beaters, showerheaas ana faucets. certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. -ll 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar bot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect-� hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. �. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation 'n pump time switch. 115: Gas-fired central furnace, pool heater, spa beater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance r ' with pilot t 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce - er went 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures- IC (insulation cover) approved. _ To T -?-4 C. -Be aware that glazing units (including doors with r ` , -glass)�must'have permanent NFRC labels. Glazing labels`will-be -checked against the Title 24 calculations'at the time of framing inspection. If the installed U -value is of a lesser value, the Title `^ 24 calculations must -be redone, and appropriate changes mad MAtorthe� nr structure (e.g., this may include additional insulation, addition of�� screening devices, reduction of window sizes, etc.) . le a �: Note that an Installation Certification Form CF -6R is required to `4be -.posted at the residence proper to the issuance of a Cert ifcate� Occupancy. This is in addition to the Insulation Certificate.' ;r IF APPLIES GENERAL NOTES SHEET - E 1, ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS) -ib dE CAULKED, SEALED OR WEATHER STRIPPED. .SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS -TO 'DUCT _ _ _ _ ACCESSABLE FROM INSIDE F.P. AREA c) FLUE DAMPER -.TIGHT -FITTING &... READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE INSTALLED PER " U.M.C. 8 INSULATED (1' INSUL.- GAS EQUIP.) 8 (2" INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP. l mtv. 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 40 LUMENS/WATTS OR GRATER. g. FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9, W.H. TO HAVE. a) 1'-6" HIGHT PLATFORM. b) -VENT T HRU ROOF.. _ c) ADEQUATED CONBUSTABLE AIR VENTING_ d) R-4 INSULATION 5'-0' TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING. F l upuJEp e1 Mt�U�AC.TV>2„�� f) R-4 INSULATION ON CIRCULA ING SYSTEM. S) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED S CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. 'PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WDOS. @ CONDITIONED SPACED DUAL -PANE. DOORS & WOOS. TO BE FUL- LY WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON�RAGTT OR -OWNER TO SUPPLY MAKE AND MODEL. — RADING DEPA pro; �� ;s- To: LARRY -PAINTER From: CHICO ENV. HEALTH ❑ APPROVED EHS Septi Well , LLY APPROVED• ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit C lc.�"t►��: �� Date:A)Az/p/yv Genera/Information • � � =�'s �'`" ' OCT 13 2000 AP#: _ Owner's Name: D(2il /1 (iC Cil'®VEEie, oft1u707;."a arcel Acreage: ) t 03 Owners Address: Building Site Addre: Propertylnforinat/on Permit Type: ❑ Agriculture Building E] 'Commercial ❑ Industrial ❑ Mobile Home &5„ SFD ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Septic 1191AlNl ,; : ❑ Other Zone District: �' Date of Zoning Ordinance: General Plan: A " Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ja No ❑ Yes, check use Minimum Acreage: _ Nitrate Action Plan ❑ No S Yes Violation Area ® No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone No ❑ Yes, check use ❑ Floodplain No Yes Zone: Watershed Protecpon Zone No . F-1 Yes r� Proposed Use Complies With: IN General Plan E3 Zoning Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road.and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other ❑ Other ❑ Residential Accessory ❑ Cohasset Panel Number: 0 9 6S C, ❑ Accessory Building Use Zoning Code Street & Highways Fire2Egygjtion Subdivision Ma Front Aso G Side � D Side street — �-- ANNE 2F0 Rear O ��' Height Septic Permit Review Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Date of Creation: Deed Reference: Agriculture Affidavit Required Designated Well Site Drainage Plan (Com/Ind/Multi) Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes S0rU-rU SI -A -T-6 IbMap Date of Recording: Lot: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access Block: Book: ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ No T ❑ Yes ❑ No ❑ Yes ❑ Provide Creation Deed Pa� 3S ❑ 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: S CH &V z- -Fee 5 SAIP I-TI4�y - s61a c s w) LL )SIS TZEG0 fZG,b 70 flZSi IEC ' Del -,f WATIE2 AWI-P)2C UJ-Prm•2 Ice r�rV t,-ArL1y -�orZ 1J )T2,q--t,: - C DMS-r2U Com' s ewlsyZ tAT&r<JC4 LS -TI-qS zPn-bDEIM L-4 4�- --lPb2 -r i 02E, SGW67Z SeQVIC�, . \AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 . COPY of Document Recorded 21 -Nov -2000 2000-0044795 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date 10/18/00 PROPERTY OWNERS: CHARLES R. DENNEY State of California, ) County of BUTTE ) On 10/ 18/00 before me, DEE PALMER, NOTARY PUBLIC personally appeared **CHARLES R. DENNEY" personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/sh they executed the same in his/her/their authorized capacity(ies), and that by his/her/theirnature(s) on the instrument, t person(s) or the entity upon behalf of which the person(s) acted, executed the instrument.! i WITNESS y hand and official seat. Signature. A.P. # 042-090-075-000 rm . DEE PALMER O. Comm. #1185035 �� NOTA YUTFE CALIFORNIA Q COUNTY B . My Comm. Expires June 22.2002 r. t DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS.: PARCEL I• LOT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SOUTH FORK ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 20, 1989, IN BOOK 116 OF MAPS, AT PAGE(S) 32 THROUGH 35. A CERTIFICATE'' OF CORRECTION RECORDED SEPTEMBER 18, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-35466. AP#: 042-090-075-000' PARCEL II• A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, ROAD AND PUBLIC UTILITY PURPOSES OVER THAT PORTION LYING WITHIN EWING DRIVE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SOUTH FORK ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 201 1989, IN BOOK 116 OF MAPS, AT PAGE(S) 32 THROUGH 35. A CERTIFICATE OF CORRECTION RECORDED SEPTEMBER 18, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-35466. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III• AN EASEMENT FOR STORM DRAINAGE PURPOSES OVER LOTS 2, 3, 5, 6, 7, 4 AND 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SOUTH FORK ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 20, 1989, IN BOOK 116 OF MAPS, AT PAGE(S) 32 THROUGH 35. A CERTIFICATE OF CORRECTION RECORDED SEPTEMBER 18, 1989, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-35466. �L Y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-0605 ASSESSOR PARCEL NUMBER 042-090-075 ZONING BUILDING PERMIT OWNER JOE WILSON TELEPHONE 228-8238 SO. FT. OCC. BUILDING VALUATION Val 30 000.00 .OWNERS MAILING ADDRESS W G DR, CHICO 95973 CONTRACTOR'S NAME RICK DENNY TELEPHONE 342-7056 CONTRACTORS MAILING ADDRESS 3130 SHADY GROVE CT, CHICO 95973 CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ 30 000.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee p $ 204.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 327.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USE OF STRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 1 15.001-5.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other] Describe Work: *TEE P991 MAST NEW P9913 –I IfS.T1Z'T�79� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Filing Fee 20.00 500VMain Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is /� in full force and effect. License Class 13 � — S � Lic. No. S% Z ��% Z —�—`� 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. DWELLING OCC P. OR ADONS. ( a ACC. BLDs. sD 3.5¢FT: NOµlaalUT MULTI -OUTLET @7,50 POWER APPARATUS & SINGLE 011ILEr CIR. EX. Occup. OUTLET OR FIXTURES 20 .00 SAL @ I .50 FIXED APPLNS. OR Ex. Occup. ouTLETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 pool electric 1 30.00 30.00 PERMIT FEE $ 50,00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) J� I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith omply ' h those provisions. X _ Date 3-19—.02 Signature of Applicant - ❑ 9PKr Acontractor ❑ Agent An OSHA permit is required fo excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is Occ CONST. TYPE TOTAL FEE $ 412 �00 HAZ �' D. FEES IMP FLOOD CDF pAgC Pp HD U This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 2 ©� By +,�DaA PERMIT EXPIRES ON Date Receipt No. g WHITE-D.D.S.-B.D. CANARY -ASS SOR PINK -INSPECTOR GOLDENROD -APPLICANT .�.�,,.,„._,,.,_,,,f;w..�,.�,,,i..�w*y..ae.r..�.c:Y,'�;+.^.4..-..�,.CyF+Kzl;r.---•.r,.++s.;r,.;..r,..--.--•� cn"`":wc�,,,;�,,.-"`..y we'�:r+cer'►i..ts^"`�+'f�.At"�*;,�:r ."�� `� �• " V ` COUNTY OF BUTTE-DEPARTMEN.LT DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Orovil'}e,'CA- 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: .�- y s • _ASSESSOR PARCEL NUMBER y �+ t � Proposed Building Use: �" to ' r Counter Technician: '�/&�•?:�? Date: :4 19— }..�� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. L. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. ,(D) Floor plans in triplii(cate.`' All of these must be /stamped and flwet-signed by the engineer. 4<,... ,,l ��v, �+R""''�: +��, !•1N."�i%.,yl'.��.,.l:�uF"' V.1.`^ AP°'��. 4�r �µ,{:4j�,4w` iv terns required for initial plan review. If checked"items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ 9. Plot plan and business license approval from the City of Biggs .................................... ;k u 10. Letter of intent for non-residential buildings......................................................... 11. Detached Accessory Building Form filled out by the owner ..................................... 12. Hazardous Material Form............................................................................... �. 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 111 14. F s as shown on the attached Schedule of Fees Due Sheet ....................................... 1 . Statement of Intent for Non -heated and A/C Buildings................................U44pu1:� 16.. Sanitation and plot plan approval from the Environmental Health Department in 17. City of Chico Plumbing permit........................................................................ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21: Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 22. Pre -Inspection for required ................ 23. Contractor's license information. (Number, Name Style, Classification) ...................... 24. Worker's Compensation Carrier and Policy Number ..............:.............................. 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization.................................................................... 27. Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance............................................................... 29. Existing violations and/or expired permits......................................................... 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 31. Other: ` When issued Telephone and hold for pickup. I have been informe of t e above items and. requirements for obtaining a building permit. )�Applicant: ._ Date: 1. Index permit application for the abo a items numbered: Plan Check Letter 2. Additional items required Contractor, designer, "owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the abovie dat by ❑ phone, ❑ mail, ❑ counter, bb Date: Plans reviewed by: Q ►'j , Date: 2Z OZ Plans approved by:_ .V . Date: (s Structuralreviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H. USE G d t; Fiat Plan Attacifad { Roos Pian A e d lati. Sent to ra� TO: Building Department FROM: .Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well � Clearance for dwelling. Other A Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date x 8/96 Feb 01 02 08:13a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMI No. (Rev. 12/95) - APPLICATION AND PERMIT O ASSE960RPMCEI NUMBER zowNo� r BUILDING PERMIT OWNCZ �/,QQ� ��R" a�Q S0. FT. OCC. BUILDING VALUATION MAUNO R� • CPLw EPA'S NAME !l , CONSTRUCTION LENDER LENDER'S AWLING ADDRESS ARCHITECT OR ENGINEER ARCHTECT OR ENGINEER'S MAILING ADDRESS euaolNOAooREss �-, n 34� - NO. Fling Fee Permit Fee. V I JDwt! fait A -5 -PA -1 I/ USEOFSTRUCTURE SF ,C` Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:UI�C "PEPAIT FEE PAXb SRA SHERIFF OTHER � . AMOVNT RIC"b "RECe�PT NVMegt _ " TO N !VT 04TO COh"ft S S 20.00 Energy Plan Checking Fee $ PERMIT FEE $ PLUMBING PERMIT Each Trap Solar or heat pump water heater Water oioina t water heater or I system t - 5 0 Building sewer Mobile Home PERMIT FEE S ELECTRICAL PERMIT EOOV OR IS 'S Main .Service 200A OR LESS Main .Service 200A TO moOA NEW CONOT. / DWELLING OCGUP. 1 Im -cling Fee 20.00 7.00 23.00 15.00,15-00 I 15.00 15.00 15.00- 7! 20.00 5.00Q20.00 ng Fee 20.00 23.00 46.00 @7.50= ---- Ex. Occup. OUTLET OR FDrrUREs 20 0 I.Oo BAL 0 .30 FSI. OCCU FLED APPLNS. OR ourtEln Eslo. Fa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring _ 23,00 30. CD _36 6D PERMIT FEE $ 5n. 00 MECHANICAL PERMIT Filing Fee I 20.00 Hood 6.50 i I Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ cow TOTAL. FEE $ A4. �• D. FEES IMP FLOOD CDF PARC P This permit is hereby Issued under the applicable Provisfons of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been-pald. ' By Date _ Receipt No. PERMIT EXPIRES ON WHITE-D.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT m - u � SS reu UA uC uC:ija P. 1• COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMg No. (Rev. 12/96) APPLICATION AND PERMIT ASSesSOR PARCEL NUMBER ZONNe Z D IBUILDING PERMIT TO"O" SQ. FT. OCC. BUILDING VALUATION MARUNo -- -- - — L� ODt7 • V EQR'S NAME CONSTRUCTION LENDER LENDER'S LWLING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEER`S WAILING ADDRESS BU0.0N0 ADDRESS LOT NO. I SUBDN1910NSNAME �I �iiww vi " WZEPHONE IC- 3yo - LICENSE NO. USEOFSTRUCTURE SF �Y` Duplex ❑ Mobilehome ❑ Other ePECIFY TYPE OF WORK Now Addition ❑ Remodel ❑ UOliiies ❑ Installation ❑ Other ❑ Describe Work: m ,(, 9�-ala. "PERJ{AIT FEE PAID SRA SHERIFF OTHER AAkbU r RECE'Mb $ aCIO *RBC�it1' NViNIalR ��'�.�_ " TO N PJr =WTO COWWW Flre lace Total Valuation b ' Fling Fee $ 2.0.00 Permit Fee 3,� fir- C/, Energy Plan Checking Fee S 200 1.00 BAt .50 FAL. Occup. APptNs. oq ovrtE�v P910. En b Temporary Service PERMIT FEE $ 20.00 Misc. Wiring PLUMBING PERMIT _ 23.00 Fling Each Tr 7 ree2O.00 Soler or heat um water heater 23 Water piping 15 Each gas water heater or vent 15.00 Gas pipino system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home 13 13 W 1 (920.00 PERMIT FEE _ !S, CO ELECTRICAL PERMIT Filing Fee 20.00 Main Service eoov oR LESS ww oR REsc 23.00 — Main .Service 200A TO 1000A 46.00 NEW CONOT. O'y LINO OCCVP. OR ADDNs, a Acc. elns. Sp. 3.5¢FT.I MULTI•ourLET NON.RPSIo. \ 17RANCN CIHCVITB / @7.501 �_-- Ex. Occup. OUIT ET OR FIxrvREs 200 1.00 BAt .50 FAL. Occup. APptNs. oq ovrtE�v P910. En 5.00 Temporary Service 23.00 _ Mobile Home Facilities 20.00 Misc. Wiring _ 23.00 W. co LZ rD PERMIT FEE i 50. bO MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50; PERMIT FEE S Mobile Home installation Fee $ Energy Inspection Fee $ occ INST. TMPE TOTAL. FEES , 0o K4LZ• 0. FEES IMP FLOOD CC PARCEL I p0 I Ho I ISSUE This permit is hereby issued under the applicable provislons o1 the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By ReceiplNo. PERMIT EXPIRES ON WHITE •O.O.S.•B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date lDeral - . �► OQ i dip I ; I f l I •f i 1 S ! /744 ALL ' STRUCTURES AND EQUIPMENT IN _ OVr RNANQS SHALL BE CLEAR OF ALL EAS MEM, aOI= FT' FROM THE S'DE AND .. . Ct�a �EREAR PROPEI17y 1 INES AND �' `• "�}�E .ROAD .. V� 1 CENTER4. NE SHALL SE ' t'STRUCTURES AND E I _ �j /� may. c 11� Qula� • + FOR A 2 PYP r FAVrz OVERHANO• , ,.., �+E 1 I i , ji 6 ID ry ar.J / • . .. el N l" ; A,) i� --.--. DMZ- T + AA) e -s S A-J31.e 7-0 ;�o�L �,e� Yom Aft-Alb- �. _ ....r.. �_. a_.r._.. sP c • I I 20 i ZEE - I ,fox Q�?7711 APPROVEU Count, L0�9C- Ravi, swie4ep I t z k f? vc etc 1-i 0 PLI01ZP, -12- - 705'6* 57/-001 005 a Po M COSI ' z nlu� Bili ING DEPA � 0 e �/APPROVE'S ,I �. ti 4Z 2 91 R : � ! i •• • • • .... .. .. ...•'S.._ ,,f.. +.wv9. a. .. .. ......... .. .... .... .r.q ♦•..ft .r. '...:•ryyµ.fr:. ,. .. _ ,