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063-240-045
063=240=045 ,92-2370. `R, E NETTLES, :John 12594 Doe Mill R,d, Forestti Ranch travel trailer;>;utiTties :" K� ELEC v GAS q COMPACTION TEST REQ 11 SUPPORT STRUCT REQ 063-240-045 92-2 37 B 1 - 1 . NETTLES, John WOOD STOVE 1.2594 Doe Mill rd, Forest Ran carport & ramada/mh G ✓'/O -�-3, 063-240-045 99-1454 NETTLES, John Dale 12594 Doe Mill Ridge Road, Forest Ranch Contr: Mark Brown 450.4 G '717�00 Detached garage with generator 063-240-045 99-2731 NETTLES, JOHNf1�9L 12594 DOE MILL RIDGE, FOREST RANCH: CONTR: MARK BROWN WOOD STOVE 063-240-045 99-1764 NETTLES, -JOHN 1259 DOE MILL RIDGE FOREST RNC CONT: MARK B WN CONSTRUCTION NEW SF 63=2'40'045 . 3, NETTLESI'JOIA_N, �e�'�/ ) L�C 12594b& M1LL RIDGE.F.ORES,T RNCH�.; CONT: MAIM BROWN CONST. - RENEW BP 99=1764•- Fna 7-7 451 �le � ��`• X V COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERM NO. (Rev. 12/96) APPLICATION AND PERMIT C -- '� T) ASSESSOR PARCEL NUMBER/\ w C-'Jl L4 0 lm LI 5 ZONING BUILDING PERMIT v OWNER t + ( (`C, ♦VwI! P t ON r y� �.- SO. FT. OCC. BUILDING VALUATION ADDRESS OWNER'S MA'I,I . I bo` �',�-\ 1 \) ,1 i 1 ' \ V' . 7 i-I�;NAME CONTRACTOR'S f1n; TELEPHONE ;-L/ CONTRACTORS IUNG AD/DRRESS y. CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A I 1, b 0 .c•0 Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS ) / (k Energy Plan Checking Fee $ It .i i '_ ' PERMIT FEE S ; , (lO LOT NO. SUBDIVISIONSNAME PARCEL'MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE %/-,�,� SF ❑ Duplex ❑ Mobilehome "f -eh Other �' /L.�� 1w, C + sPECIFY.I Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other m Describe Work: str!'t Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.oA 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 Lic. No. '�:r G� 4 t 0 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' e compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) O I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 7 Date Signaturg of Applicant - ❑ Owner ElContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELUNG OCCUP. OR ADDNS. ( DW: ACC. BLDS. SO 3.5QFT, T. SID. MULTI.OUT u, 97.50 _NON-REEW POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES SAL 1.50 Ex. Occu . OFT TS AESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEL: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ I HAZ. D. FEES IMP FLOOD CDF PARCEL Po HD ISSU2 This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By r PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT \ no'A-eC� g i. I N®TES ' RESIDENTIAL 0 063-240-045' 99-1764 F PERMIT NO. +NETTLES,,,Johii6=teLZr 12594 Doe Mi11IZidge Road, Forest Ranch L QiJ w Contr: Maik Brown Construction t. New Sin-leTlimify Dwdling i > a� c f\c> GQJ e-1-l/�' Y SPECIAL CONDITIONS ,»., CHECKED BY SRA X - FLOOD CERTIFICATE REQ. ` FIRE SPRINKLERS REQ. JS SPECIAL INSPECTION ITEMS .,_ VERIFY ; USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER . AC tram°?' lb ke WZM04?d 4v7w • JK JOB FINALED (Date)l / 02- Signature ZSignature r Y SPECIAL CONDITIONS ,»., CHECKED BY SRA X - FLOOD CERTIFICATE REQ. ` FIRE SPRINKLERS REQ. JS SPECIAL INSPECTION ITEMS .,_ VERIFY ; USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER . AC tram°?' lb ke WZM04?d 4v7w • JK JOB FINALED (Date)l / 02- Signature ZSignature V= OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Vnderfloor (Plans) OK except #'s Date ,FRAMING (Continued) 1 /on i -Setbacks-Easements-Flood-Slope angers -P st•CAps-Anchors-Con ctors 2. Ft Main; Soils-Elec. Grnd.-/ /" Ftg. Depthg. o st-Rttr. Ties•Purh aRoff Brac.-Truss-Shting.-Ring. 3L , Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 48 -. "-Fireplace Tie�S•or Ty Flue -Fireplace Throat Clearance tg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 40.. -Attic Acce s; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped N,,,B'rm. Windows or Exiting Doors -Sill Ht. & Dimensions 6. 56mwalls, Garage; Steel•Blockouts-Wrapped 51. Garage Fire Protection Framing 6.. Hold Downs and Special Anchors 52. Property Line Firewall & Operyngs 7. 5ab, Steel -Wrapped 53. Ext: Dooss'One 1,6heck Gear eaa 3Fi Storv. 2 Exits A!D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test to 10. UF, Gas ; Size Anchors -Yard Gas Piping; Size Test t ill-lyrater Pipe: Test -Anchors -Regulator -Service Test 12. Electric Material -Support -Ins. 14; -Access & Ventilation 16. Insulation Date Card B-1 `.�� Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Pe it) OK except #'s 17. Water H'tr.; V" -Access-Combustion Air Baffle T"ate pe; Test & ncfior-Nail Protection 19, .W.V.; est t tings & Anchor -Nail Protection 2 ower yen est, First Floor -Tub Access 2 st Tubhover Second Floor -Tub Access 22. ipe; Sixe & Anchors Date (i� � � q al s'r � Card B-1 V/.2 Date Card B-1 Date r Card B-1 Date Card B-1 Date EL 0-T ICAL (Permit) OK except #'s i ransformer Clearance -Ins. Protection EI .Retetacle's Spacing -Lights &'Switches at Doors Si oxes & No. of Conductors Stapled Romex Installed Close to Edge of Stu C.J. 2,7. Equi round made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits i Itchen & Conductor Size GFI 29. Suy ed Wire Size_Z / a. or AI-A.C. Wire Size/ / ga Cu or AI >R& -Circle/ / u ven Circ. / / ga Cu or AI ted -Neutral s C No 1. S ice -Riser Conductors it Ground Main Disconnect - 31._E 'p!Cled antes Panels-Motors-Mech. Equip. CI thes Closet Light -Shower Light -Spa Light Smoke Detector 'Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEJC NICAL (Permit) OK except #'s C. Ducts Insulation &Support nt Fan, Exhau ove insulation' 7 ondensate Drain & ve ize & Grade 38� n ce'-Ve cess -Comb. Air -Return Air Vent 115 outlet ttic Access & Platform if Furnace in Attic Date ( Card B-1 I_yDate Card B-1 Date Card B;;[,- Date Card B-1 Date FRAMING (Permit) OK except #'s Si Proper Materials & Anchors W W Studs -Nailing Spacing & Braces -Plates -Sound 4 . B ring Walls over Girders & Floor Nailing 4,,9IDr Stop in Walls (rat proof) 4 i�tops, Furred Ceilings -Stairs -Chasers -Tubs 45l�leaders & Beams -Size & Bearing 5 us; Wi eadri ise, un-Lantpg'Fire Prot ieLTon 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh Drip Screed -Fd. Vents-Underflr. Access Iazing.Area- Glass Protection -Skylights -Plastic �W 59. Sfiqar Walls; N "ng -Bolts Brac or/Exterior Wall Panels Oco� nsulation-Walls-Ceilings 62. Infiltration -Walls -Windows Date ( Card B-1 178 Date Card B-1 Date ar -1 Date Card B-1 Date FINAL (Plans) OK except #'s ext. Steps -Door & Sidelight Protection -Landings Smoke Detector 95—Fur ace Vents -clearance -Comb, Air -Connector - Garage; Above Floor -Ducts -Meth. Protection 6 e room Exiting F.I. & Bath Fixtures & Tub Access -Spa . fiitac. Trim & Subpanel, Breaker Sizes & Labels S us & Rails fireplace or Stove, Clearance -Hearth c. Outlets at Wood Panel, Int. & Ext. . Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter -,r.-Garage Fire Door; Swing -Landing -Closure qr. . Duct in Garage -Damper W r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. r n Garage; Above Floor-Mech. Protection Xf , Elec. & Mech. Equip. Listed for Location c. Receptacles in Garage (F.F.1.)-Romer. Protection I u tion -Foam -Looked in Attic uard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 9darance Looked unde0oor ❑ Yes / Following Instld./Drive Wires G No/Walks J Yes No/Planters U Yes 'o -f3- Stucco Brown -Finish AM- . . Unit Disconnect, Electrical -Plumbing 186/'X.ts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings er Well, Disconnect, Electrical, Plumbing x erior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House W. Glass Protection W orrections from Previous Inspections Test -Meters Tagged, Gas -Electric 92. er & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates 4. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final V= OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric / P Nat. or / /"L"ft./ PLPG 7. Well Clearance 8 Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s ► 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 " 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 ANDPERMIT -tn/- /) 1 S11n ASSESSOR PARCEL NUMBER IJW--240-045 ZONING TM 10 BUILDING PERMIT OWNER NEM.FS JOfii t TELEPHONE SO_ Fr, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS RR j3`nv 7n3 L,nnrc+r TXW7 c i CA' 95942 C RA okS-NAME N,3 JIJ W05k0.NTIFN9UCTION I TELEPHONE T45 -409h CONTRACTORS MAILING ADDRESS PO BOX 302 FOREST RANCH CA 95942 CONSTRUCTION LENDER Fireplace (� LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filina Fee $� 20.00 Permit Fee cl 7X2 $ 7j)Q r' ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkini Fee $ BUILDING ADDRESS 12594 DOE MTIL R .F RD, MIREZE RANM rA oRoAq Energy Plan Checking Fee $ PERMIT FEE $ 19f2 Ste LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFS❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other b Describe Work: IST REMI BP" 99-1764 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W (Qa 20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 800VOR LESS Main Service 2DDA 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.POWEPPARATUS License Class Lic. No. '3b047 A 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, ..w. will do the work, and the structure is not intended or offered for sale. 'M. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 1*a❑ 1 am exempt under Sec. Business and Professions Code for this 4-n-01 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.) � O I certify that in the performance of the work for which this permit is issued, I shall not employ on in an manner so as to become subject to workers' p y an y person y 1 compensation laws of California, an&agree that If I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall /forthwith comply with those provisions. 1-\ X 1 6� ° �1 Date `4 - 2-7-0/ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service YDOA To 46.00 NEW CONST. DWEACLLING CUP. SO CCU OR ADDNS. a C. OCeLDS. 3.5¢FT; T. INpp}p`BID. ANCHOUTLET RCURS @7.50 8 SINGLER AOLITLE7 CIR. .00 EX. Occup. OUTLET OR FDMAES BAL 200I.5D Ex. Occup. oLrTLEt°rs RREES,6.oEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE TOTAL FEES z�A HAz. D. FEES IMP F FLOOD CDF pggCQ PD HD ISSUE 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. �'`'� l d W✓ - - Date q- ���' 0 1 By' �iilh ✓ 4. PERMIT EXPIRES ON 0 _ f 'C --/) _--) ate Receipt No. 91 i.001f /,3nn rn WHITE-D.D.S.-B.D. -CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ti 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 ASSESSOR PARCEL NUMBER I ZONINO BUILDING PERMIT OWNER_ `` G LEPHONE SO. FT. OCC. BUILDING VALUATION O OWN s MAILING ADDRESS CONTRACTOR'S NAME T —LJ Ad TELEPHONE CONT7Rs MAILING ADORESS b v FaA�ck 95C) ILL- LCONSTRUCTION CONSTRUCTIONLENDER Fireplace 150 O LENDER'S MAILING ADDRESS Total Valuation $ 9 C-). 3 -2-.f- ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee log J v o Z $ 308. 5v ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 5 q G� Energy Plan Checking Fee $ $ h L N G G. PERMIT FEE $ 3 a 6' s v LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECS Each Tra 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other f� Describe Work: ).$I- r e /V -P L.JOf c, l B 1� p -7 (P 4-1 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800V OR LESS Main 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 ILDER DECLARATION No. OWNER-BUIL 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.) ❑ 1 certify that in the performance of the work for which this permit Is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories In height. Main Service 20" TO 1000A 46.00 NEW CONST. DWEWNGOCCUP. SO OR AD°Ns. a ACC. Blas. ---3.50x: INpµRESID. RANCH LI CUI @7,50 POWER APPARATUS 6 SINGLE OI.rLEr CIR. Ex. Occup. OUTLET OR MIXTURES SAL 0 .50 Ex. Occu . OUrLETS�ES16.°E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 3 ag , S KAZ. 1 O. PEES IMP I FLOOD I CDF PARCEL I PO HO IssUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work . Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON q -'/3 Q� la Receipt No. WHITE-D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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) APPLICATIONAND-PERMIT ASSESSOR PARCEL NUMBER 063-240-045 ZONING TM 10 BUILDING PERMIT OWNER NETTLES JOHN TELEPHONE SO. FT. OCC. BUILDING VALUATION 84 402 00 . OWNERS MAILING ADDRESS PO BOX 701 FOREST RANCH CA 959428;424.00 CONTRACTOR'S NAMETELEPHONE MARK BROWN CONSTRUCTION 45-4096 CONTRACTORS MAILING ADDRESS PO BOX 302 FOREST RANCH CA 95942 CONSTRUCTION LENDER Fireplace 1 500.00 LENDER'S MAILING ADDRESS Total Valuation $ 94,326 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20 • 0 Permit Fee 617X2 $ 308.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 1,2594 DOE MITI. RIDGE IRD_ FOREST RANCH, CA 95942 Energy Plan Checking Fee $ $ PERMIT FEE $ 328.50 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF h Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ublides ❑ Installation ❑ Other (N Describe Work: 1ST RENEW BP# 99-1764 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G W (P20.00 I El PERMIT FEE _ ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR LE Main Service 200., 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 Lic. No. 3(o0q-2-0 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 ►we, to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this `{--7-7- 1 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 fo withse provisions. X Date - Z7-01 Signatur of Applicant - ❑ Owner YLContractor ❑ Agent An OSH permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service To f000., 46.00so NEW CONST. DWEILNG OCCUP. DWE200ALLING ORAocNS 3.5QF°, MU ICOUTLET NON-RESID. @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. OCCU . OUTLET OR FIXTURES 20 eI''0° rg .so Ex. Occup. o TS R6 D.OFR.A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 328.50 HAZ. D. FEES IMP FLo00 CDF PARCEL PD HD ISSUE 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. �;Q By /� Date 30 =[�k"�`- _ 0 PERMIT EXPIRES ON 011 DBfe c ReceiptNo. 314 WHITE-D.D.S.-B. D. E R PINK -INSPECTOR GOLDENROD -APPLICANT fir,-.-�,.� .; , sf :+ 1: +� >`:qvg i i Sir `u if1R "n - 7! PrP+it" 'at••..y v, L COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 \ - PERMIT APPLICATION DATA SHEET OWNER: _ J �" N { s ASSESSOR PARCEL NUMBER: -'3 2 g O -- D c-/ S" Proposed Building Use: Building Inspector: ',Z- V3 Date: y _ :Z -7 _ p 1 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 21'. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed, by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. --------------------------------------- 7------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.------------------------------------------------=------- ❑ 8. Hazardous Material Form. --------------------------------------------------------------------=-- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ❑ 10. Fees of $-------------------------------= ---------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------- ti------------------------------------------------ .l,t ❑ 12. California Department of Forestry plan approvaf/febs- ---------------------------------------------------------- 1113. -------------------------------------------------------- ❑13. Flood' elevation certificate.--------------------------=---------J---------------------------------------------- ❑ 14. Sanitation and plot plan approval Health 'Department . ------------------------------------------- ❑ 15. City of Chico plumbing permit. --z -------------------------------------------------------------------------------- El 16. Plot plan'and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy).---------------------------- 1120. --------------------------- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- E126. ------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- E130. -------------- ❑30. Other: you issue the permit, process as follows 11Mail to owner, Mail to contractor. l Telephone and hold for pickup at , & ofi Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: ❑ D liver with inspector. (Date) ( i_� Date: "` Z_7 ` 0� Date: By: Date: By: 1. Index permit application for the above items numbered: �k ❑ Plan Check List 2. Additional items required:, Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building,Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ 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: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Voll.,...!•,..... Tl,.-...�___. LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 12594 DoeAMill Ridge, Rd Forest Ranch Number and StreetCity Butte Lot Number County Subdivision DESCRIPTION OF INSTALLATION 1. ROOF `Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 2. CEILING ' Batt or Blanket Type Fiberglass Batts : Brand; Name John's Manville Thickness (inches) 10.25 Thermal Resistance (R4alue) R-30 - { Loose Fill Type- -Fiberglass - R'- - _ Brand Name Johns Manville Contractor/s min. installed weight/ft sq. Ib. Minimum Thickness inches. Manufacturer's installed weight per square foot to, achieve Thermal Resistance (R Value) -3. EXTERIOR WALL Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) Thermal Resistance (R -Value) 4. RAISED FLOOR Material.__ Fiberglass Batts Brand Name Johns,Manville Thickness (inches) 6 5 Thermal Resistance (R -Value)' R-19 ' 5. SLAB FLOOR / PERIMETER . Material Brand Name Thickness Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) ' 6. FOUNDATION WALL r ' Material Brand Name Thickness (inched ^' Thermal Resistance (R=Value) DECLARATION ` I hereby certify that the above insulation was installed in Efficiency the building at the above location in conformance with the current Energyy Standards for residential'buildings (Title 24,Part 6, California Code of, Regulations) as indicated on the Certificate of compliance,where applicable. C144991150 pmck_ Il-� I51�/� I LOERKE INSULATION CO., INC. Item #s Signa ure, E- Installing Subcontractor (Co. Name) Or Or Owner General Contractor (Co. Name) Installingg Subcontractor (Co. NameOrOr Item #s Signature, Date General Contractor Co. Name Or, wrier ' Installing Subcontractor (Co. � ame) Or Item #s Signature, Date General Contractor Co..Name Or Owner APA.J9Vff%7 }. .s; r certificatef o Conformance ggr. Certificate 0-5490 3 #�rrfr ' S THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured imaccordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products- Structural Glued Laminateii Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining, Design Stresses AITC 117-93 - Manufacturing - Standard. Spec ifications For Structural 1 Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the AAA EWSrtrademarked structural,.glued�laminated timber members " were produced in a manufacturing facility subject to regular audits in accordance with'the Engineered Wood Systems (EWS) Quality Assurance. Program: Routine audits includenspectio,n of the t manufacturing process and evaluation of thein -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. ` 45���ioZ z = SL. 3 - Thomas G. Williamson • Executive Vice President IN C� J/ . ,,�i�i �l�`"'.-...... per.♦♦• ' . %�►��t�i�t IInIM10% e ENGINEERED WOOD SYSTEMS Is a related corporation of APA — THE ENGINEERED WOOD'ASSOCIATION 7011 South 191h Street • P.O?Box 11700 • Tacoma• WA 96411-0700 - Telephone: (253).565-6600 • Fax -Number: (253),565-7265 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION _ T ,'-1 17 County Center Drive "_ Orovilfe, California 95965 • Telephone (530) 538-7541P9NO. ��� / (Rev. 12/96) APPLICATION AND PERMIT : ASSESSOR PARCEL NUMBER 063-240-045 ZONING TM 10 BUILDING PERMIT OWNER JOHN NETTLES TELEPHONE SO. FT. OCC. BUILDING VALUA N 1563 R 84,402 OWNERS MAILING ADDRESS P.O. BOX 701, FOREST RANCH 95942 8,424 CONTRACTOR'S NAME MARK BROWN CONSTRUCTION _ HO 12345— 4096 CONTRACTOR'S MAILING ADDRVS 0 . BOX 302, FOREST RANCH j' CONSTRUCTION LENDER Fireplace 1,500 LENDER'S MAILING ADDRESS Total Valuation $ 94-126 ARCHITECT OR ENGINEER LICENSE NO. Fllin Fee $ 20.00 Permit Fee $ 617 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 12594 DOE MILL RIDGE ROAD, FOREST RANCH Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1.061.05 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF EK Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15 00 Each as water heater or vent 15.00 TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 15 00 Mobile Home ISI G1 W1 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service za.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. NO. OWNER -BUILDER DECLARATION 1 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 Main Service 200A TO I000A 46.00 NEW CONST. DW .UNG OCCUP. OR ADONS. ( a ACC. BLnS. so - 3.50Fr. ,N�O�,,.R�IpT MULTI-OUTLET'ITS g7.50 OWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDCTUREs 20 @ 1-00 BAL o .50 Ex. Occup. OFlxLlTLETS RESIOOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 74.71 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 10 171 PERMIT FEE $ 70.00 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'!t compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply witrovisions. Dateindic VSig—na e of Applicant❑ er ❑Contractor ❑Agent A permit is required for excavations over 5'0" deep and demo' ' n or construction ures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is 46.00 cc CONST. TY PE \IN T TAL FEE $ 1,39,/.7, HAZ. IMP FLOG I COF4 PVI]PO W ISSU This permit is hereby issued under of the Butte County Code and/or d above f r which fees have BA PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date bO tot.) pNo-273G `� Q - 1 WHITE-D.D.S.-B.D. C ARY-AS ESS PINK -INSPECTOR GOLDEN ROD-APPLICANT W 1' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION R ` 74lunty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. APPLICATION AND PERMIT �� ! 761 ASSESSOR PARCEL NU66EIR; 3 _ Z 1 ZONING � BUILDING PERMIT OWNER J54 A k-/45 - TEU51HONE SO_ FT, OCC. BUILDING VALUATION 2- OWNERS NG ADDRESSpLr 1 CO R9 NAME J TE N 2 el CONTACTORS qANO ADo ss r V / CONSTRUCTIONLENDER Fireplace �- -- LENDER'S MNLaiG ADDRESS Total Valuation S 2 " ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee b - G6 ARCWTECr OR ENGINEERS MALJNG ADDRESS Plan Checking Fee S p &11D1NOAD0� Z� 1 9 _ zi Energy Plan Checking Fee S 23, ac9 - S U `odes �L PERMIT FEE _ 6 LOT NO. SUBDIVISIONS NAA1E - PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTUREEach SF A, Duplex ❑ Mobilehome ❑ Other / SPECIFY Trap 7.00 'p`j Solar or heat pump water heater 23.00 Water piping 15.00 /S.00 Each gas water heater or vent 15.00 '�, CO TYPE OF WORK New WAdditieon ❑ ..Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: /�G'c.) �� �� . Gas piping system 1 - 5 outlets 15.00 S co. Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE _ - 0 b ELECTRICAL PERMIT Fling Fee 20.00 LES Main Service 000"OA LESS 23.00 �) .. ) I Com' ov QJ` q cdf I 2 / / b �j fV ( W Q ") u Inc, V` ` Main Service 200A TO 10-A 46.00 NEW CONST. owEulNCL OCCUP. 3,5¢so. OR ADONS. ( 8 ACC. BIDS. FT. rN+ON-RCES o.' MulTFovnET @7.50 PO M APPARATUS S WGLE CURET CIR. 20 EX. Occup. OUTLET OR FwruREs BAL 0 .50 .SO Ex. Occup. vr�0 APPLNS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heatingca SC -6 Cooling /S -7d Hood 6.50 6 SQ Ventilation?O PERMIT FEt S Mobile Home Installation Fee I $ _ Energy Inspection Fee S `D"8k,,A L FEES roo_c-�_) =2.FLOOD CDF pAR p0 HD SSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON _ (Dela! i r •r: .WwwA„ V j .�,, }•.. •� y�,.K ice.:. .� wnY+r*"v...-r.�,-'a�%''xa� ,+f.., n.tai+r!iifr.,�,�,•.3-,y"�`�.�+1„r+.i�i.,�lf-:L3Y'`�rb.^M'r�(r� tG - its'•' •" • . COUNTY OF BUTTE - DEPART,MENZ' OF DEVELOPMENT SERVICES -BUILDING DIVISION 4 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER J. X)e-IkL ASSESSOR PARCEL NUMBER: Proposed Building se:\SitBuilding Inspector: n Date: 2 At time of permit application, I was advised the following data must be submitted prior to permit rocessing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. 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.---------------------------------------------------- ;? ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9 ufacturedd Hpome data and installation instructions including Tie Down Specifications.------------------ sof$ es act fees as shown on the attached schedule. -----------------------------------------------------------------Cj ®'Y2�California Department ofForestry plan approva fees -�dJAL-�------------------------ r 3. F ood elevation certificate.-----------------------------------------------------------------�------------------- ql . Sanitation and plot plan approval�eS0 Health Department. -,F 015. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ ]r7. Planning approval for (A) Use: (B) Parking: -------------------------- 1 Contact Land Development about Improvements, ❑ Drainage, gal Parcel. ----------------------- 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 0 20. Pre -inspection for required Request to Building Inspector on - (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- L;Wrded tter of signature authorization. -------------------------------------------------------------------------------- copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------------------- ----------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 1130. Other: ------- Whn ' ou issue the permit, process as follows El Mail to owner, Mt." to contractor. TU elephone V�-y _,! .i70 and hold for pickup at office. ❑ liver with inspector. k ant: Date: Copy of Haz-Mat form sent ❑Health Department, ❑Fire Department, ❑ Pollution Date: By: Copy of plans sent ❑Health Department, ❑Fire Department, ❑ Other: Date: may: / 1. Index permit application for the above items numbered: Ian Check List 2. Additional items required: Contractor, designer, o was advised of the above required data by ❑ phone, o mail, Building Division counter, by ate: Contractor, downer, was advised of the above required data by ❑phone, ❑mail, ❑Building Division counter, by ate: C nP tractor, designer, owner, was advised of the above required data by one, ❑ mail, ❑ Building Division counter, byjW Date: C, Contractor, designer, owner, was advised of the above required data by ❑pp rhe, ❑ mail, ❑ Buildinavis' n counter, by Date: Plans reviewed by: Date: Plans approved by: Date: 3• ,+ �� Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. r TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance t E.H. U ENLY Plot Plan Attached Floor Plan Attached Sant to B.D. z ! - Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for dwelling. Other ` vi -1V6 final for: Fin clearance O.K. for: (VOTE: — c4•l1-00 a / — r - 71, - /,q - Environmental Health Specialist 8/96 9/sym Date i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE` OWNER �� A. P. # PROPOSED BUILDING USE DATE Q RECEIPT # DATE REC BUILDING PERMIT FEES ; -- Balance Due ................. $ 9®a ` -f Additional Fees Due .........�.. $ a r -- Additional Fees Due ............. $ ' / Revised Plan Checking Fee ....... $ CHOOL DISTRICT FEES paid at District Office) SHERIFF FEES (paid at Building Division) d es ential ........ x $360.00 = o Units _ +Commercial (sq.ft.).... x $0.03 = $ Sq.Ft. i 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x • _ $ #Units Amt. Commercial (sq.ft.) ... x + _$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES /$510.00 (paid at Building Division) V 0SRA' FIRE INSPECTION' AND PLP CHECK $89.00 (paid at Building Division) / 8. WATER TENDER FEES (Battall # ) $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. APPLICA ! DATES ! �. Pursuant t�rnment Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a): Original -Building Div. 2nd Copy - Applicant 3rd Copy -Owner • (Rev. 2/97) K • BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Schodl District Building Department No. „fir A.P. Number C. yV — 0 yS Jurisdiction: City County�r s A Property Owner Property Location/Address :DOR Subdivision Lot No. i r� % /^ Residential Development � L� Sq. Footage / V No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # ' No to inspection)] i i. �� r .�,. t 4.t" }: ; ' .... �, .... p ......... �kr,.t. i ): - ,. a. Commercial/Industrial Sq. Footage New Addition (Including Exterior C+� Roofed Areas) Lt Building Depa ment Rqprg entative k Date tnoorJriiannss rrevviewea oy xnooi vistricc District Identification No. 00 f _ School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. representing I�� square feet. School District Repre'�en ative Paid by Check # Remarks: lk6 , 0 �_� . - (Applicant) M q ` O� �T (Phone Number) (State) (Zip Code) �6 by payment of $ AB 2926 s FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(e), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA). this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As 110/98)dmm ( K L L 'AND WHEN RECORDED MAIL TO: 2 0 0— 0 1 3 2 2 2 BUTTE COUNTY BUILDING DMSION Recorded. ! REC FEE , 16.00 7COUNTY CENTER DRM:' Official Records I `COPIES 2.50 OROVILLE, CA 95965 County Of I BUTTE FANDACE J. GRUBBS I ' Recorder i ROSEMARY DICKSON ' Assistant I t%1cki2 03:12PM 13-Apr-2000 1 page '1' of 4 • r . AGRICULTURAL STATEMENT OF ACKNOWI,E'DGMENT 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 shbuld be prepared toaccept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate igthe County of Butte, State'of California, described as follows: -e Date—"-/ "� Z— v PROPS TY owbm T NE/ ZJ� S State of California - ) County of (3 u-V."t-'(— ) On CZ i Z 003 before me, v � S UvI ✓1 � ,� t V /1 VID 0 t (A �. •> �O l i L personally appeared 70 V) v1 O : r"),(- -r 1-1 a personally known to we (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in'his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. KRISANN MORTON . h�1 ft�~ COMM. # 1237719 I. Signature Cvy1i✓1 0 1 1(���^� Seal: y NOTARY PUBLIC-CALIFORNIA COUNTY OF BUTTE Comm. Expires Oct. 11, 2003 A.P. 2-`1 D — .O`15 w • • t 9 0- 4 � 4 order No. 2-151610 SCHEDULE C 'rhe land referred to herein is described as follows: ' All that certain real property situate in the County�`of Butte, State,of California, described as follows: PARCEL I: Being a portion of the Southeast quarter of Section 17, Township 23 North, ` Range 3 East, M.D.B. & M., more particularly described as follows: ; Parcel 3 as shown on that certain Parcel Map filed in the office of the 3• Recorder of the County of -Butte, State of California, on September.18,` 1980; in Boo': 79 of Maps, at pages 3 and 4. r RESERVING T.HEREFRr:M a non-exclusive easement 'for .ingress and, egress and, for ,public utilities as shown on -the Map,referred to he ALSO. RESERVING THEREFROM anon -exclusive easement for water line, for ingress and egress and for maintenance purposes'over a strip of land 20.00 feet in.width, lying 10.00 feet on each side, of the following described `centerline: . Running oaralle]. to and•40.00 feet Easterly of the centerline of the road' and utility easement of,Lots 1, 2 and 3 as shown on Book 79 of Parcel Maps at pages3 and 4. The strip of land in this easement -lies between the,East boundary. of the aforementioned road easement and that line described as;.the building setback line'of Lots.1,,2, and on the,aforementioned Map. This easement benefits Lots 2, 3 and 4. A i PARCEL II; ; A nonexclusive easement over the following described property: Deing a portion of Sections 17 and 2.0 in Township 23 North. -Range 3 East, M.D.B. & M., and more particularly described as follows:. A strip of land 60.00 feet in width, lying 30.00 feet on each side of the following described cent':rline: Commencing at the center of said Section 17, Township 23 North, Range 3 East, M.D.B. & M _ as"shown on that-certain'Parcel Map for Anthony Santos, i on sheet 2 of 3 sheet, and recorded in the office of the Butte County Recorder in Book 63 of Maps,'at pages 54, 15 and 56; thence from said point, along the East, West centerline of said Section 17, South 89. 27' 12" East, 531.22 feet to the centerline -of Doe Mill Road and the True Point of Beginning for the centerline herein described;.said True Point cf ..Beginning being an intersection with a 200.00 foot radius curve, concave to. the East., tangent of which, at this point,'bears South 11' 18. 58" East-; - thence from said True Point of,neginning and along ,the centerline of,said Doe Mill Road and the arc of.said,curve, through a central angle of 4. 05' 01", an arc -distance of 14.25 feet; thence South 15•.23' 59" East, 431.73 (Continued) , 90-42884 Order Na. 2-151610 feet; thence along the arc of a 100.00 foot radius curve, concave to the Northwest, through a central angle of 43° 49' 5911, an arc distance of 76.50 feet; thence South 28° 26' 00" West, 149.55 feet; thence along the arc of a 10C.00 foot radius curve, concave to the Southeast, through a central angle of 29° 32' 10", an arc distance.of 51.55 feet; thence South 1" 06' 10" East, 702.62 feet; thence along the arc of a 100.00 foot radius curve, concave to the Northwest, through a central angle of. 68° 48' 52", an arc distance of 120.10 f et; thence South 67° 42' 42" West, 54.06 feet; thence along the arc of a 100.00 foot radius curve, concave to the Scutheast, through a central angle of 28' 03' 30"; an arc distance of 48.97 feet; -hence South 39" 39' 13" West, 89.80 feet; thence along the arc of 1 150.00 foot radius curve, concave to the Northwest, through a central angle of 20° 14' 28", an arc distance of 52.99 feet; thence South 59° 53' 41" West, 204.93 feet; thence along the arc of a 150 -CO foot radius curve, concave to th-'- Southeast, through a centra]. angle of 200 39' 51", an arc distance of 54.10 feet; thence South 39° 13' 50" West, 322.90 feet; thence along the arc of a 150.00 foot radius curve, concave to the Southeast, through a central angle of 22° 40' 46", an arc distance of 59.37 feet; thence South 16° 51' 20" vilest, 407.10 feet; thence along the arc of a 150.CO foot radius curve, concave to the Northwest, through a central angle of 17° 00' 04", an arc distance of 44.51 -feet; thence South 34° 26' 02" West, 103.83 feet to a point on the South line of said Section 17, which point bears South 89' 28' 04" West, 19.02 feet from the South quarter corner of spid Section 17; thence continuing along the centerline of Doe Mill Road, South 34° 26' 02" West, 132.78 feet; thence along the arc of a 150.00 foot radius curve, concave to the Southeast, through a central angle of 9° 31' 39", an arc distance of 24.94 feet; thence South 24° 54' 23" West, 364.32 feet; thence along the arc of a 200.00 foot radius curve, concave to the Southeast, through a central angle of 12° 15' 42", an arc distance of 42.80 feet; thence South 12* 38' 41" West, 231.47 feet; thence along the arc of a 200.00 foot radius curve, concave to the Southeast, through a central angle of 18° 05' 56", an arc distance of 63.18 feet; thence South 5° 27' 15" East, 141.08 feet; thence along the arc of a 200.00 foot radius curve, concave to the Northwest, through a central angle of 25° 42' 55", an arm distance o.f 89.76 feet; thence South 20° 15' 41" West, 288.54 feet; thence along the arc of a 200.00 foot radius curve, concave to the Southeast, through a central angle of 20° 46' 37", an arc distance of 72.52 feet; thence South 0° 30' 56" East, 473.66 feet; thence along the arc of a 200.00 foot radius curve, concave to the Northeast, through a central angle of 21° 06' 27", an arc distance of 73.68 feet; thence South 21° 37' 23" East, 541.35 feet; thence along the arc of a 199.95 foot radius curve, concave to the Northeast, through a central nngle of 27° 34' 59", an arc distance of 96.26 feet; thence along the arc of a 305.70 foot radius curve, concave to the Southwest, through a central angle of 18° 14' 31", an arc distance of 97.33 feet; thence South 30° 57' 50" East, 305.83 feet; thence along the arc of a 100.00 foot radius curve, concave to the Southwest, through a central angle of 3° 16' 18", an arc distance of 5.71 feet to a point on the. East and West centerline of Section 20, said point (Continued) r t+28'8 4 order No.2-151610 .,bears North 86° 54' 58" West, -23.03 feet from the center of Section 20, Township 23. -North, Range'3 East, M. D. 8.,E=M. PARCEL III: , A right of way for road and utility purposes over a•strip of land 60 , ' `eet in'width, the centerline of^which is described as follows: *r Commencing at the center of said Section 17; -,thence North 890'18' 23" East, along the East and West centerline of said Section 17-a r distance of 5.10 feet to a point in the -,'centerline of..Doe Mill Road and the point of'heginning for said centerline; thence North 26° 11' 10" . t East, alonc7 th,e centerline of said'Doe Mill Road,'730.54 feet .to the ' end of the County maintained road and,the``end of'said centerline. t, PARCEL IV: ' t A. non-exclusive easement for ingress'and e,ress and for' public utilities as shown on that certain.'Psrcel Nap filed in the office of the Recorder.of the County of Butte, Stage of California„ on'September - 18, 1980,' in Book 79 of Parcel Maps,. at pages- 3 and 4. 's. PARCEL. V: - A hon -exclusive easement for 4:ater line, for ingre"ss and egress and { fpr,maintenance yurposes over a'strip of,land 20.00 feet in width,. lying 10.00• -feet on each side of the following described centerline: Running.oar-allel to and 40.00 feet Easterly ofthe centerline of -the road and utility casement of Lomas 1, 2 and 3 as -shown on Book 79 of Parcel -Maps at pages 3 and 4. The'strip of land in this easement lies ' between -the East boundary of the aforementioned road easement and that line described as the building setback line'of Lots 1', 2; and on the aforementioned' Map.,I This• easement benefits- Lots. 2 3'. and 4. ' . a .:i Y AP No. 063-240-045 f . w , END OF DOCUMENT .� o u..,a ►v �-rr��S BUILDING PERMIT SITE PLAN CHECKLIST F APN: © Building Permit No.: Proposed Use: SFD U MH ❑ Res. Accessory ❑ . Ag. Bldg. O Commercial O Industrial (3 - • Other: Zone District: gym- 10 The Proposed Use Is: General Plan:�-- Permitted: Not Permitted: Requires. a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No: Yes: • -Book/Page. Map Conditions? No: Yes: , See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front = Side Q 3 Side, street Rear I C� 3. C) . Height Parcel in Land Conservation Agreement? No: Yes: , Check Use Parcel in North Chico Specific Plan? No: � Yes: , Check NCSP Zoning Parcel in Floodplain? No: ----::f Yes: , Zone.: Panel No.: O �, Q O 1 Parcel in Enterprise Zone? No:---'-'- Yes: , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Other: Landscaping Requirements: OK as shown Other Comments: Cf4'k-t�2� L11 faS►L��vP,- -� Reviewed By: L4(: Date: C1-EECK SPECIAL CONDITIONS WHICH APPLY TO PARCEL. ALL FEES TQ RE PID TO THE RUILD"G DIL: cine UNLESS OTHERWISE NOTED, 1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a true with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During consttuc ion,' RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. "The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the liencing shall ; be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and the upper strand shall be no higher than 48" above the ground. _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements an be obtained. a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. - _ 10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to die Planning Division. 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. —12. —13. 14 K:BLDGCf(4.FR.t 2 s LAND DEVELOPMENT OROVILLE I CHICO 99 -1764 - BUILDING .l ENVIRONMENTAL HEALTH - PERMIT CLEARANCE , -.. Building Permit No. OWNERS NETTLES A.P. 063-240-045 " NAME ' NUMBER - PRINT LAST NAME FIRST 12594 DOE'%MILL'RIDGE ROAD, FOREST RANCH ADDRESS / LOCATION: COUNTY ZONING DESIGNATION: /" I / FLOOD MAP: FLOOD ZONE APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP - DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO. 'LEGAL ACCESS REQUIRED:' r'.'YES : NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION:. YES F NO e, COMMENTS/CONDITIONS: '} MAP INFORMATION: DATE OF RECORDING:8 O LOT BOOK PAGE COMPLIANCE WITH OLD SUB IVIS_ ION LOT ORDINANCE REQUIRED? (MAP. RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . JF. YES, MARK APPROPRIATE.ITEM(S) BELOW: A. Construct road to B: Meet parcel size required by zone: C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft. building setback from right-of-way/centerline 3. Comply with Zoning code for building setback from road. • 4. Maintain a 100 ft. leachfield setback from all existing wells. 5: Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and, P.R.C. 4290. • t'i5• —8. Conned to a public water supply. - k —9. Connect to a public sewer system. ' —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation. of sprinkler systems in one and two family dwellings and mobile homes; NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department -specifications, serves the parcel. -11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. , 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors.. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the -site, significance and suggest appropriate mitigation measures. 22. 23. 24. 25. 26. AIO 1.N3INd013A30 ONVI 3.UnS 30 kiNnoo 6661 + 0 9nd ®3no333U LD 6/98 FORMS\BLDG PERMIT CLEARANCE NOTES . RtSOENTIAL. 063-240-045 99-1454 ~ PERMIT NO. NETTLES, John Dale t 112594 Doe Mill Ridge Road, Forest Ranch Contr: Mark Brown Detached garage wiff generator 2Q -X -7-3t SPECIAL CONDITIONS CHECKED BY . -- SRA FLOOD CERTIFICATE REQ. f} FIRE SPRINKLERS REQ. <; SPECIAL INSPECTION ITEMS ' VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER t OFFICE COPY Address 1 °► GAS iL Meter By Date t ELECTRIC ' Meter BY�. Date �l�•jo.��6 4JOB FINALED Signature = QK,,. 0 = Nbt OK - = N�AApplicable ,= Not Ready t MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements •, \ 3. 2. Soils; Special MH Support Sketch 'Electricity; MH Test -Crossovers -Breakers -Clearances 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected -C/O to Grade -HD Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date ICard 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 t • � MISCELLANEOUS Date DECKS, COV CARPORTS GARAGES (Plans) OK except #'s ening Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing i' 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures S 6. Carports; Windows -Doors 3Actric r .; Sills-Anchors-Studs-Rttrs-Trusses . Siding; Nailing -Veneer -Stucco -Mesh 1 oof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 1qZraced Wall Panels Date 47 K y4 Card B-1 1' Date. Card B-1 .`,Date 7=!at Card B-1 ( Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements i 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 t 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 l-ghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 4. 1 9. Health Department Approval * 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche tDate Card B-1 Date Card B-1 ,Date Card B-1 Date Card B=1" ' E. t a r COUNTY><,OF Bt4TTE - 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 ASSESSOR PARCEL NUMBER 063-240-045 ZONING TM 10 BUILDING PERMIT —77 OWNER JOHN DALE NETTLES ELEF 7894.0795 SO. FT. OCC. BUILDING VALVA 32 U 7776.00 . OWNERS MAILING ADDRESS P.O. BOX 701, FOREST RANCH, CA 95942 coy CONTRACTOR'S NAME MARK BROWN ELEPHOE 7345-4096 CONTRACTORS MAILING ADDRFrS,SI'• 0. BOX 302, FOREST RANCH, CA 95942 CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 99.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 12594 DOE MILL RIDGE, FOREST RANCH Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap Solar or heat pump water heater 1 7.00 ArRj 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DETACHED GARAGE WITH SOLAR & WIND GENERATOR SYSTEM. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 800VOR LESS Main Service OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,NpNp°�,pT and my license is in full force and effect. o License Class Lic. No. OWNER -BUILDER DECLARATION 1 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. 1, 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 I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A . 46.00 1 9.19 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. SO 3.5¢FT. MULTI.OUTLET 97.50 POWER APPARATUS a SINGLE 0. cw. Ex. Occup. OUTLET OR FDMRES 20 Q 1'50 BALI @ .50 Ex. Occup. DUTlEfS galp,DEq 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 CONT. 10,000. 2 00 PERMIT FEE S 184.12 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.) 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' compensatio visions of section 3700 of the Labor Code, I shall forthwit c ply wit ose ro s. Date `2— �� ignatur o App (cant - ❑ Owner ❑ Contractor ❑ Agent An O A permit is required for excavations over 60" deep and demolition or construction ructures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee is Occ CONST. TYPE 367.47 TOTAL FEE $ HAZ. D. FEES IMP V I FLOOD CD PARCEL I PD HDKISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have / By y PERMIT EXPIRES ON 1 the applicable provisions Resolutions to do work been paid. Q 3 c� Date V l 1 0� Da ReceiptNo. 5251 303.12 IY r WHITE-D.D.S.-B.D. CANARY -ASSESSOR MINK - INSPECTOR GO DENROD-APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County -Center Drive • Oroville, California 95985 • Telephone (530) 538.754 , PERMIT N( (Rev. 12/96) APPLICATION AND PERMIT ��— /�S9 .Nsass011;A FJUMtl ✓ a q _ S INNO BUILDING PERMIT Oman TlVHONe 0115 SO. FT. OCC. BUILDING VALUATION 2 - 7 L/ 3y eat? oww�■ AOORps b L F0, ,� F- oe -_ CONTP:ACTOPrs NARK etc i -o w,,✓ TY1a110Na 13Y5 Yb96 !r CONrPA1C-1 MAIUM ADOINEN Qp {{ C7) (5 o -_7_ D! ,e 00141TPA)Cr1011 tA001 Firelace LEMON MA&M AooRAs Total Valuation Is -? '7 Co • c -o ARGIVrECT OR V OINM ucom NO. Fillnu Fee i 20.00 Permit Fee 1 (,-- 7 AACHMCT OR 0113114101's MALM AOORass Plan Checking Fee S _ sUIL000 ooRas IIS94 00 e- P Energy Plan Checking Fee = J- e- 5 1,93-35 PERMIT FEE _ LQTNIX susumpo mum P94FA 1 YA► PLUMBING PERMIT Ring Fee 20.00 Each Tr 7.00 1 USEOF8TRUCTURE SF O Duplex O Moblehome O Otter - -,e- A c QL-goLqWater Soler or Fleet pump water heater 29.00 piping 15.00 ; Each gas water heater or vent 15.00 i / TYPE OF WORK New 0' Addition O Remodel O L auras O Installation O Other O Describe Work: �G�-6 C/ rcQ S.0,-c--cn-e- iA �� fes/ ¢- Lcl i iv ,� G �..✓ era-^ �/ Gas 1 - 5 outlets 15.00 i Building sewer 15.00 ? WbRe �e S I GI W 1 @20.00 j PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service sooA o°"R tz= cv LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Div ilon 9 of the BusYess and Professions Code, and my license Is In full fora and effect License Class Lie. No. OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors License Law for the following reason: O I, as owner of the property, or my employees with wages "their sole compensation. will do the work, and the structure is not intended or offered for sale. O I, as owner of the property. am exclusively contracting whh licensed contractors to construct the project O 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 decimations: ❑ 1 have and will maintain a certificate of consent to sell4nsure 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. O 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 permitle Issued. My workers' compensation Insurance carrier and poky number are: Carrier Polley Number (The above sections need not be completed 0 the permit Is for work of a valuation of one hundred dollars (1100) or less.) 131 terrify that in the performance of the work for which this permit Is Issued. I shalt not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that it I should become subject to the workers' compensation provisions of section 3700 of the Labor Code. I shall forthwith comply with those provisions. X Data Signature of Applicant - O Owner O Contractor O Agent An OSHA permit Is required for excavations over SO* deep and demolition or construction of structures over 3 ovules In height Main Service TO t00°A 48.00 oZ �< < WE OR "DN°• NM COMM AAS OLM. P. 3.5090. /�• i 1i NON�Io. ' '}0=w J @7.50 8. Pscem APPAPATNa Ex. Oocu . ounsr oR Fen Aft e 20 ° ';oo r�Aawss OR Ex. Occup. ovneme N. E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 c? pN t. fo a ch CJ ;,2(n crC PERMIT FEE = 1 12-. MECHANICAL PERMIT Filing Fes 20.00 Heating Cooling Hood • 0.50 Ventilation PERMIT FEP_ 1 Mobile Home Installation Fes 1 Energy Inspection Fee = We OOH1T. TYPe TO AL FEE$s a. no ver Pt000 I COP Po Ho ue This permit Is hereby Issued under the applicable of the Butte County Code and/or Resolutions Indicated above for which fess have been By ate PERMIT EXPIRES ON provisions to do work paid. N Receipt No. WHITE•D.O.S.•S.D. CANARY—ASSESSOR PINK -INSPECTOR GOLOENROO•APPLICANT COUNTY OF IIUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (530) 538-7541 PERMIT,4PPLICATIONDATA SHEET ` PWNE , _ _6ASSESSOR PARCEL NUMBER: G, —2=y -4t5 Proposed Bu ding. se Building Inspector: ��'s� Date: Attune of permit application, I w dvis the following data must be subim�ted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been iubmitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------ ❑ 3. Complete plans, 3/4 sets, signed by the prepares of plans. ❑4. ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 106. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. El8. Hazardous Material Form. --------------------------------- 50E19anufactured Home data and installation instructions including Tie Down Specifications.------------------ eIs of $------------------------------------------------------------------------------------- pact fees as shown on.the attached schedule.----------------------------------------------------------------. California Department of Forestry plan approval/fees. --� -- ��-y_______________________________ ❑ 1 .. lood elevation certificate. *. ---------------------- -------------------------- ---------------------------------------- Yd'14. Sanitation and plot plan app ya Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing peim"t------------------------------------------------------------------------------------ Q 16. Plot plan and business license'' approval from the City of Biggs. ---------------------- ❑ 17. Planning approval for (A) Usse: (B) Parking: _. ❑ 18. Contact Land Development lbout ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---• V. ❑20 required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -• 024. Letter of signature authorization. ------------------------------ 025. Recorded copy of Agricultural Acknowledgmerit Statement. 026. Letter of intent on building use. ----------------------------------------------- - ---------------=---------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.--------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: Wh ou issue the permit, process as follows El Mail to owner, ❑Mail to contractor. 'Telephone 13 �J '" L/ 0 9 & and hold for pickup at t I C_ office. ❑ /�/ j AWS 4's Ap ant: Copy of Haz-Mat forifi sent ❑ Health Department, ❑ Fire Departm t, ❑ ollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O er: .-2-1 cls Inspector. Date: Date: By: Date: By. 1. Index permit application for the above items numbered: lan Check List 2. Additional items required: Contractor, designm' Jowner was advised of the above required data by ❑ phone,,Xmail, ❑ Building Division counter, by _ Date: %_Zcj.c�1 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner as advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: 7.eq i !�t Plans approved by:Date: $ — 45 Sets of plans on'§&d iq>�Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Voll.,... /•,.-... -r^----, _ — .... _ . . (Date) E.H. USE ONLY Plot Pian Attached YC� Floor Plan A" Sak to B.D. �7 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public ,Private Well 9. Clearance for—liftg. Other Hold final for: Final clearance O.K. for: NOTE: G 1 t/o� J✓ l �a/S- `ter 9 '. . 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' OWNER �� A/ e '% ° A.P. # PROPOSED BUILDING USEe- 114 J DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES ' " ' -- Balance Due .. $' -- Additional Fees Due ........... -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... y$ 1 2. SCHOOL DISTRICT FEES (paid at District Office) ° 3. SHERIFF FEES (paid at Building Division) Residential ......... x $360.00= $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. " 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . X_ _ $ #Units Amt. Commercial (sq.ft.) :. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) , 6. THERMALITO DRAINAGE DISTRICT FEES $5 0:00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK - $89.00 (paid at Building Division) v2 6 5� C 8. WATER TENDER FEES (Battalion #.' ) 4 $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) j 10. OTHER ° F 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. APPLICAbvent DATE — Pursuant toCode Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project: You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) Tt ' `EVERGREEN DEVELOPMENT 389 A CONNORS CT f w , CHICO, CA 95926 530-894-5590 ' Fax: 893-3415 ' To: Glenn Gibbons Aug 12, 1999 re: plan check for: John Dale Nettles, ap# 063-240-045 r RESUBMITTAL Glenn, please find enclosed the following: • - , 1) ` The Air -Marine wind generator weighs 13 pounds. It has been mounted on a gable end 4x12 df #2. See enclosed sheet *3 for data, the findings are that the header is adequate by „ 433%. 2) Enclosed are the installation requirements, and shall be in compliance with NEC article 690. 3) 'The 70# roof loads are for the TOTAL arrays. There are 2- five module arrays, each (loaded) weighing 97 pounds. Both frames of the unloaded array is 32# each,(32+32= 64), and the 10 modules @ 13# each=*130+64=194, ( 194/2=97), or 97 pounds each. They are spread over 5 truss' each, (10 ft. long). 97/5= 19# at each truss, carried at 2 locations. The arrays will be on a 2x4 redwood sleeper, thus taking away point loads. Upon review 6f.the truss design: the dead load is 12#, while they are designed for 20#. The 20# design load is for psf,, while the added 19# of solar arrey is for the total truss. Also; the elevation is 2250 ft., and the designed. truss snow load is 40#, while the requirements" for this elevation are only 30#. Thus, the truss' are still over designed by 19# psf. Please call me for any information .that I may have. ' Thank you. Sincerely Scott Jac son PV ARRAY SOLAR G ERATO + ZZ/ L ROOF MOUNT RACK O O GARAGE 200 A CHARGE BATTERY AC/DC AC CONTROL INVERTER LOAD nff © O © O 200 CENCENAM A y smpO BATTERY r TRANSFER CHARGER SWITCH i O(OPTAL) C y AC GENERATOR KWH METER UTILITY POWER WIND GENERATOR O (OPTAL). ALTERNATIVE ENERGY SCHEMATIC OSTOP A SWITCH FOR AIR WIND TURBNE ALLOWS FOR MAINTENANCE SHUT OFF. 30 AMP SWGLE THROW. O CHARGE CONTROLER PROSTAR 30 AMP W/ LCD METER; -CONSTANT VOLTAGE PULSE -WIDTH MODULATION. AUTO LOW BATTERY VOLTAGE DISCONNECT, (CURRENT -COMPENSATED) REVERSE POLARITY PROTECTED. 0 WIND GENERATOR AR403 INDUSTRIAL, MOD # 16-136 600 WATTS; SUB -ZERO/130 MPH. AL WEIGH =13 MS. - DC STORAGE OR TROJAN L-16,350 AMPH. ® 6 VOLTS; 126 LBS/8 YRS EXPECT CY TROJAN—T105,220 AMPH96 VOLTS; 56 LBS 5 YRS EXPECT CY , O BATTERY CHARGER TRACE MODIFIED SNE WAVE. MOD# DR3624, BAT. VOLTS=24, CONT, 3600; SURGE12000W O AC GENERATOR N/A O AC/DC INVERTER TRACE MODo-�D SINE WAVE. MOD# DR3624, BAT. VOLTS- -24,600; 24, CONT, 3SURGE12000W WATTS. O . TRANSFER SWITCH SO D' AUTO TRANSFER O 1-200 AMP SERVICE, 2- 125 AMP SUB-. PANELS AC LOAD CENTER 0 ' PHOTOVOLTAIC GEN ERATOR SOLEC SO80; USA 20 YEAR WARTY, 80 WATTS; ($450) b I;A • BP275, 75 WATT 20 YEAR, ($450) O ,V)4 13 9 LO PV ARRAY ROOF MOUNT 14-.147,2 TIER -ROOT MOUNT; HEAVY GA ALUM; TELESCOPING LEGS; S.S. HRDWR % 0 %P l Q n , Roof Beam( 97 UBC (91 NDS) ) Ver. V4053008 " Bv: D. Scott Jackson.A.I.B.D. , Evergreen, Development on: 08-17-1999 1, Project: NETTLES - Location: garage hdr , Summary: 3.501N x 11.25 IN x 10.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 433:7% Controlling. Factor: Section Modulus % Depth Required 4.87 In Deflections: 'Dead Load: DLD= 0.02 IN Live Load:, + „ . LLD= 0.01 IN = U9844. Total Load: TLD= 0.03 -IN = U3555 Reactions (Each End): Live Load: RL= 180 LB Dead Load: RD= X318 LB Total Load: �; RT= 498 LB Bearing Length Reqd.: BL= 0.23 IN Beam Data: Span: ' L= .. 10.0 FT Maximum Unbraced Span: Lu= 10.0 FT Pitch Of Roof: ; RP= 4.00 ' : 12 Live Load Deflect. Criteria:'.' U 240, Total Load Deflect. Criteria: U 180 Beam Loadinq: Live Load. LL= 12 PSF -Side One: Roof Dead Load: DL1= 13 PSF Roof Rafter Tributary Width: TW1= 2.0 FT ` Side Two: Roof Dead Load: DL2= 13 PSF Roof Rafter Tributary Width: 1.0 ' FT Roof Duration Factor: _-TW2= Cd= 1.15" Wall Load: WALL= 13 PLF Slope Adjusted Lengths and Loads: ' ' Adjusted Beam Lenqth: Ladj= 10.0 FT Beam Live Load W/ Slope Red'n: wL= 36 PLF ; Beam Self Weiqht: BSW= 10 PLF Beam Total•Dead Load: wD= 64 PLF Total Maximum Load: WT=- 100 PLF Controllinq Total Desiqn Load: - WTcont= 100 PLF , Properties For: #2- DOUGLAS FIR -LARCH ; Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI ' Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= • 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1081 PSI Adjustment Factors: Cd=1.15 CI=0.98 Cf=1:10 FV: • . Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: " Maximum Moment: ; M= 1246 FT -LB Shear (A d from beam end): '. V= 405 ._ LB Comparisons With Required Sections: Section Modulus: Sreq= 13.9 IN3 -S= 73.8 IN3 Area: Areq= 5.6 IN2 ` •A= ' 39.3 IN2 • Moment of Inertia: Ireq= 21.1 IN4 I= 415.2 IN4 n , 1, Trace Engineering Company, Inc. 5916 195th Street N.E. Arlington, WA 98223 Tel (360) 435-8826 Fax (360) 435-2229 Effective 9!7/98 PN: 830.5 Rev 3.2 , IF)F FIL SOP Trace Engineering 59161Sir SL N.E. Arlington, WA 98223 ENGINEERING Phone: (360) 4354826 Fax (360) 435 2229 Thank you for choosing Trace Engineering products to meet your alternative- energy power needs. We take pride in our work and make every effort to ensure that your inverter/charger is properly packaged for shipping, and includes all required materials. THIS DR SERIES UNIT WAS PACKAGED WITH THE FOLLOWING ITEM(s): --t OWNER'S MANUAL ,,o—WARRANTY CARD ,-Io—RED/BLACK BATTERY TERMINAL COVERS w/HARDWARE SHARD WIRE BOX w/HARDWARE (240OW and higher ONLY) o HARDWARE PACKAGE FOR HARDWIRE COVERS (2400W and under ONLY) TRACE BUMPER STICKER o DECLARATION OF CONFORMITY (if unit is EXPORT) SERIAL NUMBER: 60 62 MODEL OF UNIT:, PACKAGED BY: DATE: �� < �C �1� If any of the above listed materials are missing from your package; or it is unsatisfactory in any manner, please call Customer Service at 360-435-8826 or, fax this page with your comments, model and serial number of your unit, to 360- 435-2229.. And again, Thank you for choosing Trace Engineering for your altemative`-energy needs. Comments: Trace Engineering DR Series Owner's Manual - Version 3.2 - 9/7/98 - Page 1 w IMPORTANT SAFETY INSTRUCTIONS SAVE THESE INSTRUCTIONS!! This manual contains important safety and operating instructions as prescribed by UL specifications for inverters used in residential applications. This manual covers all DR series inverter/charger models. The entire'DR Series of inverters is ETL listed to the UL standard 1741 (Draft), Power conditioning units for use in residential photovoltaic power systems. The DR series is also ETL listed to Canadian standard CSA - C 22.2 No. 107.1 - M1, Commercial and Industrial Power Supplies. General Precautions 1. Before using the inverter/charger, read all instructions and cautionary markings on (1) the inverter/charger, (2) the batteries and (3) all appropriate sections of this instruction manual. 2. CAUTION - To reduce risk of injury, charge only deep -cycle lead acid, lead antimony, lead calcium, gel cell, absorbed mat, or NiCad/NiFe type rechargeable batteries. Other types of batteries may burst, causing personal injury and damage. 3. Do not expose inverter/charger to rain, snow or liquids of any type. The inverter is designed for indoor mounting only. Protect the inverter from splashing if used in vehicle applications. 4. Do not disassemble the inverter/charger; take it to a qualified service center when service or repair is required. Incorrect re -assembly may result in a risk of electric shock or fire. 5. To reduce risk of electric shock, disconnect all wiring before attempting any maintenance or cleaning. Turning off the inverter will not reduce this risk. Solar modules produce power when t1 exposed to light - cover them with opaque material before servicing any connected equipment. 6. WARNING - WORKING IN VICINITY OF A LEAD ACID BATTERY IS DANGEROUS, BATTERIES GENERATE EXPLOSIVE GASES DURING NORMAL OPERATION.,µProvide- ventilation to outdoors,from the battery compartment: The battery enclosure should be designed to prevent accumulation and concentration of hydrogen gas in "pockets" at the top of the compartment. Vent the battery compartment from the highest point. A sloped lid can also be used to direct the flow to the vent opening location. 7. NEVER charge a frozen battery. 8. No terminals or lugs are required for hook-up of the AC wiring. AC wiring must be no less than 10 AWG (5.3 mm2) gauge copper wire and rated for 75°C or higher. Battery cables must be rated for 75°C or higher and should be no less than 2/0 AWG (67.4 mm') gauge. Crimped and sealed copper ring terminal lugs with a 5/16 hole should be used to connect the battery cables to the DC terminals of the inverter/charger. Soldered cable lugs are also acceptable. See section on battery cable sizing for correct battery cable size and length for your application. 9. Torque all AC wiring connections to 15-20 inch -pounds. Torque all DC cable connections to 10-12 foot- pounds. Be extra cautious when working with metal tools on, or around batteries. The potential exists to drop a tool and short-circuit the batteries or other electrical parts resulting in sparks that could cause an explosion. I ) Trace Engineering DR Series Owner's Manual - Version 3.2 - 9/7/98 - Page 4 Inverter Operation Front Panel Controls and LED Indicators Shown below are the controls and indicator lights on the front of the DR series inverter/charger. These control and provide information when in either inverter or battery charging mode of operation. All models of the DR series operate identically. , Battery Type Selector o DEEP CYCLE LEAD ACID 7 6 PbCe-MAINTENANCE FREE 6 © S GEL CELL 5 0 EQUALIZE t ' a 1 EOUALIZE 2 CHARGER GRN-FLOAT/ORN BLINK-ABS04/ORN-BULK BATTERY' CHARGER RATE BATTERY HI RED/ BATTERY LOW GRN OVER TEMP RED/OVERLOAD GRN OVER -DISCHARGE PROTECTION SEARCH MODE WATTS (AC TRANSFER VOLTAGE) INVERTER MODE ---� FBATTERY CAPACITY POWER ON/OFF —1 I�. COM PORT _ BATTERY SENSE ................................................................... .................................................. .......... ...........................................:....... MIN _ �MA)0 1. -• � �•� MIN 6KL........._............._... ��� � 11250 260 � DEFEAT \ •��� OFF '�bK! i MAX = M;x (MIN) ; ON 1K - - i . ��..._.----..._..._...._._:_..____._............__..._......_.........: _ _.. Amp/Hn (MIN) I.._...�__.. Figure 2, Control Panel Power On/Off Located on the left of the panel is the momentary POWER ON/OFF button. Once the inverter has been properly installed and the batteries are connected, pressing this button momentarily will alternately turn the inverter on and off. Each time it is pressed.the inverter will sound an audible chirp. Note: When first connected to batteries; the inverter will run through a self -test, and go to an off state. It may then be activated by'pressing the on/off button. Note: The self -test consists of the control panel lights lighting up in sequence, the internal cooling fan will run momentarily, and the transfer relay will click three times. Inverter Mode LED This green LED indicator lights when the unit is in the inverter mode (not charging batteries) delivering full output voltage. When the inverter is in its search mode the green LED will blink about 2-3 times per second. c r� Trace Engineering DR Series, Owner's Manual - Version 3.2 - 9/7/98 - Page 33 B. Installation with AC Sub Panel This is the recommended configuration for installing an inverter with the built-in battery charger. It operates in the following manner: When there is power available at the main panel, the inverter's automatic transfer relay closes, connecting the main panel to the sub -panel. When there is no AC present at the main panel, the relay opens and the sub -panel is fed AC - power generated by the inverter. , PUBLIC GENERATOR POWER Safety Ground - See Table 11 » - on page 47 for MAIN PANES ' proper wire 12WAO 8WZ size. D9 ® AC INCIO +, • RANGE � � .. - WATER HEATER AC OUT AIR CONDRIONER ����IMIND ® GENERATOR . - o SUB PANELIGHTS L . SOLAR ARRAY - 61K.FtpWAVE ® ;. . " REFRIGERATOR ® - OWLETS DEEP r — CYCLE t BATTERY " C30 -A BANK + MARGE CONTROLLER opnONAV Figure 7, Installation with an AC Sub Panel' ' This installation automatically ensures that public or generator AC power is never routed to the output of the inverter. The inverter's AC output cannot tie, fed to its input. Additionally, the inverter' . will only be connected to'appropriately sized loads that are dedicated to the sub -panel. - _ I • +• - - , -- Trace Engineering DR Series Owner's Manual - Version 3.2 - 9/7/98 - Page 22 Installation Environment Inverters are sophisticated electronic devices and should be treated accordingly. When selecting the operating environment for the inverter, don't think of it in the same terms as other equipment that works with it, e.g. batteries, diesel generators, motor generators, washing machines etc. It is a highly complex microprocessor controlled device. Genetically speaking, it is a cousin to stereo equipment, television sets, and computers. The use of conformal coated circuit boards, plated copper bus bars, powder coated metal components, and stainless steel fasteners improves tolerance to hostile environments. However, in a condensing environment (one in which humidity and/ or temperature change cause water to form on components) all the ingredients for electrolysis are present - water, electricity and metals. In a condensing environment the life expectancy of the inverter is indeterminate and the warranty is voided. Caution: It is in your best interests to install the inverter in a dry, protected location away from sources of high temperature and moisture. Exposure to saltwater is particularly destructive and potentially hazardous. Locate the inverter as close to the batteries as possible in order to keep the battery cables short. However, do not locate the inverter in the same compartment as non -sealed batteries (okay with sealed batteries). Batteries generate hydrogen sulfide gas which is very corrosive to electronic equipment - and everything else. They also generate hydrogen and oxygen. If accumulated, this mixture could be ignited by an arc caused by the connecting of battery cables or the switching of a relay. Do not mount the inverter in a closed container. To operate at high power for sustained periods of time, unrestricted air flow is required. Without it, the protection circuitry will activate and reduce = the maximum power available. UL standard 1741 (photovoltaic installations) requires that the inverter be mounted on a vertical surface (on a wall) and that more than just the keyhole slots be used for mounting. The purpose of this requirement is to orient the inverter so that its bottom cover has no holes that would allow burning material to be ejected in the event of an internal fire. System Grounding System grounding is often misunderstood even by system designers and electricians. The subject is more easily discussed if it is divided into three separate subjects. The grounding requirements vary by country and application. Consult local codes and the NEC for specific requirements. Equipment or Chassis Grounds This is the simplest part of grounding. The idea is to connect the metallic chassis of the various enclosures together to have them at the same voltage level. This reduces the potential for electric shock. It also provides a path for fault currents to flow through to blow fuses or trip circuit breakers. The size of the connecting conductors should be coordinated with the size of the overcurrent devices involved. Under some circumstances, the conduit and enclosures themselves will provide the current paths. i Grounding Electrodes/ Ground Rods Oil 81110 Trace Engineering DR Series Owner's Manual .- Version 3.2 - 9/7/98 - Page 23 The purpose of the grounding electrode (often called a ground rod) is to "bleed" off any electrical charge that may accumulate in the electrical system and to provide a path for "induced electromagnetic energy' or lightning to be dissipated: The size for the conductor to the grounding . electrode or grounding system is usually based on the size of the largest conductor in the system. Most systems use a 5/8" (16 mm) copper plated rod 6 feet (2 meters) long driven into the earth as a grounding electrode. It is also common to use copper wire placed in the concrete foundation of the building as a grounding system." Either method may be acceptable, but the local code will prevail. Connection to the ground electrode should be done with special clamps located above ground where they can be periodically inspected.. It is often desirable to use multiple ground rods in a larger system or systems. The most common example is providing a direct path from the solar array to earth near the location of the solar array. Most electrical codes want to see the multiple ground rods connected by a separate wire with its own set of clamps. If this is done, it is a good idea to make the connection with a bare wire located outside of the conduit (if used) in a trench - the run of buried wire may be a better grounding electrode than the ground rodsl Well casings and water pipes can also be used as grounding electrodes. Under no circumstance should a gas pipe or line be used. Consult local codes and the NEC for more information. Bonding the Grounding System to the Neutral and Negative Conductors This is the most confusing part of -grounding. The idea is to connect one of the current carrying conductors (usually the AC neutral and DC negative) to the grounding system. This connection is why we call one of the wires "neutral" in the North American type electrical systems. You can touch this wire and the grounding system and not be shocked. When the other ungrounded conductor (the hot or positive) touches the grounding system, current will flow through it to the point of connection to the grounded conductor and back to the source. This will cause the overcurrent protection to stop the flow of current, protecting the system. The point of connection between the grounding system and the current carrying conductor is often called a "bond". It is usually located in the overcurrent protection devices enclosure. Although it can be done at the inverter, codes do not generally allow it since the inverter is considered a "serviceable" item which may be removed from the system. In residential systems it is located at the service entrance panel,, after the power has gone through the kilowatt-hour meter of the utility. In some countries, the neutral is not bonded to the grounding system. This means you may not know when a fault has occurred since the overcurrent device will not trip unless a "double" fault occurs., In some marine electrical codes this type of system is used. Bonding must be done at only one point in an electrical system. Our systems inherently have two separate electric systems - a DC system and a AC system. This means that two bonding points will occur in all inverter applications. The bonding point will also be connected to the chassis ground conductors. It is common to have two separate conductors connect the ground electrode and the two bonding points. Each conductor should use a separate clamp. a Trace Engineering DR Series owner's Manual - Version 3.2 9/7/98 - Page 24 AC Wiring Overview The National Electrical Code (NEC) defines the standards for AC and DC installation wiring in -residential, commercial, and RV applications, but there are still many installation variables. Most are determined by the level of automatic switching desired and the amount of external AC power to be switched. ®1®®®® i PO. 'T' . ou, a, i Top Cover GREEN CHASSIS _ \� `T4•., Conduit IYS s DR15XX AC Hardwiring Five Terminal AC Hardwire Block, GREEN CHASSIS GROUNU . Conduit Box Top Cover Conduit DR24XX and DR36XX AC Hardwiring Figure 5, DR Series AC Hardwiring AC Connections Installation should be done by a qualified electrician. Consult local code for the proper wire sizes, connectors and conduit requirements. On the right end of the chassis is the AC hardwire cover or conduit box (dependent on the inverter's power level). A five station terminal block is provided to make the AC connections. The, terminal block is used to hardwire the AC input, AC output, and AC safety ground. Table 5 gives . suggestions for wire sizing: Code requires that an external disconnect switch be used in the AC input wiring circuit. The AC breakers in a sub panel will meet this requirement. Step 1 - Disconnect the inverter from the battery either by turning off the battery disconnect or removing the battery cables from the battery. Turning of the inverter power button does not, constitute disconnecting from the battery. Step 2 - Feed the wires through appropriate conduit and through the bottom part of the AC cover. In certain installations, conduit fittings may be replaced with strain reliefs, consult local and national codes. (Note: The U.S. requires use of conduit in this installation, consult the NEC. See Figure 5. Step 3 - Following the wiring guide located in the AC wiring compartment Figure 5, connect the safety(green), hot(black), and neutral (white) wires from the AC input (utility, generator, etc) to the terminal block and torque 10-15 inch -pounds. Caution!! Be sure the AC source is disconnected before attempting to hardwire it to the inverter. Step 4 - Connect the AC output wiring to the inverter terminal marked AC hot out following the color coding marked on the wiring guide inside the compartment. Connect the.AC neutral out to the inverter's AC neutral out terminal and to the AC sub -panel serving the AC loads. Torque the wires into the terminal block, 10-15 inch -pounds. e1i Trace Engineering DR Series Owner's Manual , Version 3.2 - 9/7/98 - Page 25s G Step 5 - Replace the bottom half of the cover and then the top half. Use the two 6-32 screws and lock washers to secure the covers. Minimum: Recommended Wire Sizes. MODEL AC INPUT; AC OUTPUT 120 VAC, . 220-240 VAC 120 VAC 220-240 VAC DR1512 10 gauge 14 gauge 12 gauge 16 gauge DR2412 6 gauge 10 gauge 10 gauge 14 gauge DR1524 10 gauge 14 gauge 12 gauge 16 gauge DR2424 6 gauge 10 gauge 10 gauge 14 gauge DR3624 6 gauge . Not Recommended 8 gauge Not Recommended Table 5, Minimum Recommended Wire Sizes NOTE: Consult NEC (National Electric Code) for actual wire sizes required for your specific installation. Important Precautions The output side of the inverter's AC wiring should at no time be connected to public power or a generator. This condition is far worse than a short circuit: If the unit survives this condition, it will shut down until corrections are made. Installation should ensure that the inverter's AC output is', at no time, connected to its AC input. Review the installation diagrams included before you start making connections. Ground Fault Interrupting Outlets (GFI's) Trace Engineering has tested the following GFI's and found them to work satisfactorily with our inverters: LEVITON 6599 ,PASS & SEYMOR 1591 RI 4A957' . ACE Hardware ACE 33238 and 33236 Trace Engineering DR Series Owner's Manual Version 3.2. - 9/7/98 - Page 28 , . System Safety- Wiring Requirements To Battery Positive } A`J . Ananda Pull out Type DC Disconnect, or Ananda SF400-T, 400 amp DC Rated B , Zo Disconnect Switch with 400 amp Class TF use' 250 Amp Minimum o'B it h attery Positive i i�xl i .. i Trace Engineering Class T C Fuse and Fuseblock Recommended. :._ See section on DC Wiring for Battery Supply Over Current Protection and DC i ! Disconnect. Trace Engineering DC175 or DC250 D Recommended. Contact.your Trace dealer for specific applications. .................... — — - _ AC Input disconnect and over current i protection accomplished using a circuit breaker panel. , To Battery Positive Safety Ground .. AC Output disconnect and over current protection accomplished using a circuit breaker panel. To Battery Negative (-) Note: The above UL required safety parts are not supplied by Trace Engineering. High quality Trace k Engineering DC disconnects, covered class T fuses, and battery cables are available from your Trace dealer. Other items may be obtained by calling or faxing: INDUSTRIAL CONTROLS SUPPLY COMPANY 22410 70'AVE WEST, UNIT #6, MOUNTLAKE TERRACE, WASHINGTON, USA 98043, Phone: 1-800-756-2356 or 1-206-771-6344, FAX: 1-206-775-8901 } 53-650 Inverter Bypass Application - The Inverter Bypass functions as a switch that simultaneously disconnects the inverter output and connects the generator output from the building, providing loads with continuous electricity WARNING INVERTER BYPASS MUST BE ON AND BATTERY DC MUST BE OFF IN ORDER TO. DE -POWER THE INVERTEI Connect AC loads here Connect gen output here UPPER BREAKER ON= INVERTER SYSTEM ON LOWER BREAKER ON= BYPASSING INVERTER (GENERATOR WILL SUPPLY ALL POWER) DO NOT REMOVE - TORY WIRING Connect inverter hot out'here . Connect inverter hot in here supply. Installation Instructions: 1. Before installation, ensure inverter and generator are off and that no power is applied. to the circuit.' 2. Connect the generator output, the inverter hot out, inverter hot in and the AC load wiring to the lug indicated in the picture above. 3. Replace cover before operation.' Note: t Breakers are rated for 60 amps at 120 VAC. Operation: For normal or inverter operation, right circuit breaker is on. To operate the inverter bypass or generator operation, push the left circuit breaker on. (This connects the generator to the loads). The inverter circuit breaker will automatically turn off and disconnect the inverter. Assembled in USA by -Alternative Energy Engineering For technical assistance call your supplier or 707=923-2277 C:\America Online 4.0\do%Vnload\53-650 inv bypass inst.doc 53-653 Air403 Shu.toff/Circuit Breaker Application: The Air403 Shutoff/Circuit Breaker provides overcurrent protection AND simultaneously functions as a brake for the Air403 wind turbine and a disconnect between the battery and. the .wind turbine. UPPER BREAKER ON= 'Connect wind and battery WIND MACHINE BRAKE- e (CHARGING SYSTEM -OFF) LOWER BREAKER ON= NEUTRALX' CHARGING `Q Q) 19 (9 -01 wind turbine positive- here. W+ 0 ConnectConnect here positive SAFETY GROUND Installation Instructions: 1) Be sure wind machine is not producing power and battery is disconnected before installing. 2) Connect wind machine positive .to the W+ lug. 3) -Connect battery positive to the' B + lug. 4) Connect wind machine riegative.and battery negative to the neutral bus. 5) Replace cover before operation. Operation: For normal operation, the battery or.left circuit breaker is 'm and the brake circuit breaker on right is -O . To operate the brake/disconnect, push the break circuit breaker on'., (This connects the wind machine positive and negative together,.brakirig the wind machine.) The battery circuit breaker will automatically'tu'rn'off, disconnecting the battery from the wind machine. Assembled in USA by -Alternative Energy Engineering For technical -assistance call, your supplier or 707-923-2277 E:Wutrucfions\53.653 Air403 Shutoff-CB.doc SCI; -JARS D Instruction Bulletin ENGLISH and HOMELINE° Load Centers DDUCTION 40271-419-03 5/96 Lexington, KY, USA bulletin contains instructions for the installation and operation of QO and 4ELINE load centers manufactured by Square D. 4ZARD OF ELECTRIC SHOCK, BURN, OR EXPLOSION This equipment must be installed and serviced only by qualified electrical personnel. Turn off all power supplying this equipment before working on or inside equipment. Always use a properly rated voltage sensing device to confirm power is off. Replace all devices, doors, and covers before turning on power to this equipment. Do not allow petroleum-based paints, solvents, or sprays to contact the nonmetallic Darts of this product. Before starting a wiring installation or addition, consult a local building or electrical nspector for current National Electrical Code requirements. Local codes vary, but are adopted and enforced to promote safe electrical installations. A permit may be needed :o do electrical work, and some codes may require an inspection of the electrical work. lilure to follow these instructions will result in death or serious injury. ARATION etermine the wiring or conduit requirements for the main and branch rcuits, as required by local electrical codes. !lect the proper cable clamp, or use other approved methods for securing the ible or conduit to the enclosure. move the appropriate knockouts required for installation of cable clamps or )nduit. To remove knockouts: Bolt -on Conduit Hubs for Outdoor Load Centers (order separately) Conduit Hub No. 3/4 in. B-075 1 in. B-100 1-1/4 in. B-125 1-1/2 in. B-150 2 in. B-200 2-11;F, n. B-250 40271-419-03 5/96 BOX MOUNTING Surface Mounting (Indoor or Outdoor) Fasten the box`to the wall with screws or nails. s , ° Use all pre-cut c 10 holes in the back ° of the box. Flush Mounting (Indoor Box Only) MAIN CIRCUIT BREAKER OR MAIN LUG WIRING 1. Pull the conductors into the box. Use approved wire clamps, conduit bushings, or other approved methods to secure the conductor to the box and prevent damage to the conductor insulation. 2. Connect the main and neutral wires. a. Install the main and neutral wires according to load center wiring diagram. b. Connect the service ground, equipment grounding wire, or both as required by local electrical code. c. Torque each connection to the value specified on the load center wiring diagram attached to the box. 3. If required by local code, install the enclosed green neutral bonding screw through the hole in the neutral bar. Thread the screw into the hole in the box and torque to the value specified on the card shipped with the bonding screw. BRANCH CIRCUIT BREAKER INSTALLATION AND REMOVAL A\ CAUTION HAZARD OF EQUIPMENT DAMAGE. Use only Square D Company circuit breakers and accessories. Use of other components voids the warranty, may void the UL Listing, and can result in property loss or personal injury. Standard Branch Circuit Breakers Installation 1. Determine the wiring or conduit requirements for the branch circuit. 2. Turn OFF the circuit breaker. 3. Install the wire terminal end of the circuit breaker onto the mounting rail and push inward until the plug -on jaw fully engages the bus bar connector. Keep the bottom of the circuit breaker case against the mounting rail. 4. Remove the wire insulation from the branch wire as required. Install the branch wire into the load terminal of the branch circuit breaker. 5. Torque each branch circuit breaker connection to the value specified on the circuit breaker. 6. Torque each neutral and ground connection to the value specified on the load center wiring diagram attached to the box. ,. © 1996 Square D All Rights Reserved © 1996 Square D All Rights Reserved 1 a. Remove the small ® mounting knockouts on the side of the box. o b. Position the load center i so front edge of enclosure is flush with finished wall. c. Nail or screw through o the small knockouts on the enclosure sides. MAIN CIRCUIT BREAKER OR MAIN LUG WIRING 1. Pull the conductors into the box. Use approved wire clamps, conduit bushings, or other approved methods to secure the conductor to the box and prevent damage to the conductor insulation. 2. Connect the main and neutral wires. a. Install the main and neutral wires according to load center wiring diagram. b. Connect the service ground, equipment grounding wire, or both as required by local electrical code. c. Torque each connection to the value specified on the load center wiring diagram attached to the box. 3. If required by local code, install the enclosed green neutral bonding screw through the hole in the neutral bar. Thread the screw into the hole in the box and torque to the value specified on the card shipped with the bonding screw. BRANCH CIRCUIT BREAKER INSTALLATION AND REMOVAL A\ CAUTION HAZARD OF EQUIPMENT DAMAGE. Use only Square D Company circuit breakers and accessories. Use of other components voids the warranty, may void the UL Listing, and can result in property loss or personal injury. Standard Branch Circuit Breakers Installation 1. Determine the wiring or conduit requirements for the branch circuit. 2. Turn OFF the circuit breaker. 3. Install the wire terminal end of the circuit breaker onto the mounting rail and push inward until the plug -on jaw fully engages the bus bar connector. Keep the bottom of the circuit breaker case against the mounting rail. 4. Remove the wire insulation from the branch wire as required. Install the branch wire into the load terminal of the branch circuit breaker. 5. Torque each branch circuit breaker connection to the value specified on the circuit breaker. 6. Torque each neutral and ground connection to the value specified on the load center wiring diagram attached to the box. ,. © 1996 Square D All Rights Reserved © 1996 Square D All Rights Reserved 1 40271419-03 5/96 Standard Branch Circuit Breakers (cont.) -` Removal 1. Turn OFF the circuit breaker. Remove the wires. 2. To disconnect the plug -on jaw from the connector and mounting rail, pull the circuit breaker outward until it disengages from the mounting rail. QO branch - HOMELINE branch o circuit breaker and o circuit breaker mounting rail j, and mounting rail >� wire terminal wire terminalll , . on end ,+' $. plug o plug -on jaw _ jaw + " bus bar connector bus bar connectmounting � rail mounting rail n Tandem Branch Circuit Breakers Installation Install QOT and HOMT tandem -type circuit breakers only in single-phase load centers. Refer to the wiring diagram on the load center for installation location. 1. Determine the wiring or conduit requirements for the branch circuit. -2. Turn OFF the circuit breaker. r 3. Hold the tandem circuit breaker at a 30°— 45° angle. 4. Install the wire terminal end of the circuit breaker into the mounting rail. 5. Rotate the circuit breaker inward until the plug -on jaw fully engages the bus bar connector. Keep the bottom of the breaker case against the mounting rail. ' 6. Remove the wire insulation from the branch wire as required. Install the branch wire into the load terminal of the branch circuit breaker. 7. Torque each branch circuit breaker connection to the value_ specified on the circuit breaker. 8. Torque each neutral and ground connection_ to the value specified on the load ' center wiring diagram attached to the box. Removal 1. Turn OFF the circuit breaker. Remove the wires. 2. To disconnect the plug -on jaw from the connector, pull the circuit breaker outward until it disengages from mounting rail. - QO tandem o HOMELINE tandem circuit breaker and p circuit breaker wire terminal mounting rail and mounting rail end ' wire terminal plug -on plug -on jaw end1r .,.. i s Os bus bar connector bus bar ' mounting mounting connector t. rail � , - - rail 14', © 1996 Square D All Rights Reserved 3 40271-419-0' 5/9E INSTALLING THE COVER 1. Remove the cover twistouts. u a. Remove only enough twistouts to match the number of circuit breakers being installed. , b. Twist out with pliers At the center of the twistout. c. Close all unused open spaces in the cover using filler plates as listed on the cover directory label. 2. Attach the Spanish translation label, supplied with the load center, to rear of the cover. r0 3. Identify the branch circuits on the directory label. 4. If the load center is used as service equipment, apply the "Service Disconnect" label to the part of the cover nearest the main circuit breaker handle. If the load center is not used as service equipment, apply the "Main" label to the part of the cover nearest the main circuit breaker handle. 5. Install the cover using screws provided. 0 0 Main or Service Disconnect label (if required) Spanish label ®_ IIIIIIIIl cover directory label s - d:a 01 ,o,a SH ENERGIZING THE LOAD CENTER 1. Before energizing the load center,.turn OFF the main and all branch circuit breakers. 2. After power is turned ON to the load center, first turn ON the main circuit breaker and then turn ON the branch circuit breakers. HOMELINE, 00, SQUARE D, and ❑Q are Registered Trademarks of Square D Company ©1996 Square D, all rights reserved. This bulletin may not be copied in whole or in pan, or transferred to any other media, without the written permission of Square D Company. Electrical equipment should be serviced only by qualified electrical maintenance personnel. No responsibility is assumed by Square D for any consequences arising out of use of this material. 40271-419-03 6/96 FI:)l SQUARE D SIEMENS.' GENERAL INSTALLATION GUIDE' , for Siemens Solar Electric Modules PLEASE READ THIS GUIDE COMPLETELY BEFORE INSTALLING OR USING THE MODULES 1. INTRODUCTION ' This' Guide contains application and assemblies. All modules come with a It is recommended that the safety information with which you permanently attached junction box that module remains packed in the box should be familiar before using your will accept -a . variety of wiring until time of installation. • • Siemens Solar photovoltaic modules. applications or with a special cable Do not touch terminals while Your • authorized Siemens Solar assembly for ease of installation., module is exposed to light or ,distributor or dealer can ,provide additional sizing and system design information if necessary. Disclaimer of Liability ' Since the use of this Guide and the conditions or methods of installation, operation, use and maintenance of the, module are beyond Siemens Solar control, 'Siemens Solar, does not assume responsibility and `expressly disclaims liability fogy loss, damage, or. expense arising out of or in any way connected with such installation, . operation, 'use or maintenance. No responsibility is assumed by Siemens Solar for any infringement of patents or- ,other-- - rights of third parties which may - result from use of the module. . No license is granted by implication or otherwise under any patent of patent rights. The information in this Guide is . based on Siemens Solar,. knowledge and experience and is'believed to be reliable; but such information including product - specifications ' (without `limitations) and suggestions do' ''not constitute a warranty, expressed or implied.; Siemens.Solar reserves the right to make changes to the product, specifications, or Guide without prior, notice. uring tnsta at on. rovt e suitable guards to prevent contact with 30VDC `orgreater. As an added precaution, use properly insulated tools only. • Do not drop module or allow objects to fall on module. Do not stand or step on module. • It must be assured that other system "components do not generate any, hazard of any mechanical or electrical nature to the module. • Since sparks may be produced, do not install module ' where flammable gases or vapors are present. • _Never leave a module unsupported .or unsecured. If a module should fall, the glass can break. A module with broken glass cannot be repaired and must not be used.. • Work only under dry conditions, , with dry module and tools. • Module installation and operation should berperformed by qualified personnel only. Children should not be allowed near the solar electric installation. If not otherwise specified, it is recommended that requirements of , the latest local, national or regional electric -codes be followed. • Use module for its intended ' General Information function only. Follow all module CAUTIONS s, manufacturer's instructions. Do The installation of solar, modules dis-assemble the module, or requires a great degree of skill and Avoid electrical hazards when remove any part or label installed should (if DC voltage exceeds 100V: installing, wiring, operating and by the manufacturer. Do not treat must) only be performed by a qualified maintaining the module. - the back sheet with paint or licensed professional, including, G A photovoltaic module generates adhesives. without limitation, licensed contractors DC electricity when exposed to Do not artificially concentrate and licensed electricians. The installer sunlight or other light sources. • - sunlight on the module. '.. , assumes the risk of all injury,that might When installing or. working. with Retain this instruction booklet for occur during- installation, including, module or, wiring, cover module future reference. without limitation, 'the risk of electric face completely with opaque The word "module" as used, in shock. Siemens Solar modules do not material to halt 'production of this Guide refers to one or more require the use of special-' cable electricity. photovoltaic modules. F+ .. Part No. (019831) REV. E 2. GENERAL SAFETY Follow All Permit, Installation and Inspection Requirements • Before installing module, contact appropriate authorities to determine permit, installation and inspection requirements that should be followed. This should be done not only for installations in conjunction with buildings, but also for marine and motor vehicle applications for which additional requirements may apply. • Electrically ground module(s) for all systems of any voltage (US only). • If not otherwise specified, it is recommended that the latest National and International Electrical Code requirements be followed. • For roof mounted modules, special construction may be required to help provide proper installation. Both roof construction and module installation design have an effect on the fire resistance of the building. Improper installation may contribute to hazards in the event of fire. Additional devices such as ground fault, fuses and disconnects may be required. • Do not use modules of different configurations in the same system. • Follow all safety precautions of other used components. Underwriters Laboratory Listing Information (US Only): To satisfy the conditions of the UL j Listing when installing the modules, be J sure to: -- ` -1. Use only stranded or solid,c per single -conductor type UF cable, rated sunlight resistant, for modules and module wiring that is exposed to weather. 2. Observe the requirements described by note under Electrical Characteristics. 3. Grounding of module frame is required. Whren ground wires._ greater than No. 10 AWG are required, the instailer wilFneed to provide suitable terminal connectors to interface with the 1\16'i0—binding screw provided with each module. 3. INSTALLATION Modules should be firmly fixed in place in a manner suitable to withstand all expected loads, including wind and snow loads. Part No. (019831) REV. E Modules should be mounted with the orientation and tilt angle required for optimum performance (seasonally, yearly). The location should be selected to prevent even partial shading from 9:00 a.m. to 3:00 p.m. (solar time) on the shortest day of the year. Generally, the tilt angle can be calculated by using the site latitude plus 20 degrees, with modules facing south in the northern latitudes and north in the southern latitudes. The mounting structure must withstand all snow and wind forces. Mounting holes are provided for easy installation and proper mechanical loading. Do not drill additional mounting holes in the module frame as it will void the warranty. The use of proper mounting hardware is recommended to minimize the possibility of corrosion of the module frame, mounting structure and hardware. Installing a laminate (module without frame) use Siemens module clamps. Contact your local dealer for information regarding special mounting profiles for modules and laminates. Caution Clearance between the module frame and the mounting surface is required to allow cooling air to circulate around the back of the module. This also allows any -CR junction box - Do not connect more than four modules in parallel. Caution Most of the module types contain factory installed bypass diodes. If these modules are incorrectly connected to a battery, the bypass diodes and junction box may be damaged. Observe correct polarity. • Positive wire from module to regulator or battery positive terminal • Negative wire from module to regulator or battery negative terminal Array Wiring The term "array" is used to describe the assembly of several modules on a support structure with associated wiring. Use copper wire that is sunlight resistant and is insulated to withstand the maximum possible system open circuit voltage. Check your local codes for requirements. Figure 8 Series and parallel wiring Series wiring will increase voltage 1-1 W Parallel wiring will increase current 1-) W — +- +. +. U111 condensation or moisture to dissipate. The module should never be sealed to the mounting surface with sealant that prevents air from circulating under the module. 4. WIRING General All wiring should be done in accordance with applicable codes. Wiring should be protected to help ensure personal safety and to prevent its damage. Wiring connectors should be mechanically and electrically sound. For connection to a battery, we recommend the use of a charge regulator (except SM46 and SM20). All modules connected in series should be of the same model number/type. However, modules of different model numbers/types may be connected in parallel (see figure 8). Modules with the ProChargerTM Earth Ground Wiring Each framed module has a hole in the side frame rail for connection of a ground wire. A No. 10 binding screw and washer is provided with each module (not included with the SM110/SM100 module) to connect a ground wire to the module metal frame. US only: This assembly must be performed for a safe and proper installation. Other accessories provided are for optional use. To install ground wire, first install screw with cup washer partially into hole. If the wire is insulated, strip insulation back approximately 5/8" (16mm) from the end of the wire and wrap wire around screw between its head and the cup washer. Tighten screw. The cup washer may be omitted if the wire is provided with a terminal lug. The ground wire should also be attached to the support structure. 2 Module Terminations The are four types of terminal enclosures used for electrical connections on Siemens modules. In addition, wire is also used to provide for electrical connections. Refer to figures 1 through 7 to determine which type of connection is provided with your module. 4.1 Wiring Modules with a Single ProChargerTM-CR Junction Box General Wire terminals are accessible by removing the j -box lid. Remove the lid by loosening its two captive screws with a small flat or Phillips screwdriver. Wire size must range from 1.5 mm2 to 10 mm2 (8 AWG to 14 AWG). The use of wire lugs is not required or recommended, but is possible. Once wiring is complete, install the j -box lid and tighten both screws to 0.5 — 0.7 Nm (4 - 6 in -Ib). J -box configuration and description of terminals Modules equipped with one j -box, contain terminals for both positive and negative polarity, user -selectable 6V/12V voltage wiring and by-pass diodes. Refer to Figure 1 for terminal description. Figure 1 - Modules with Single ProChargerTM -CR J -Box Description of Terminals Internal wiring terminals with: connection to solar cells bypass diodes jumper(s) See figure 9 for voltage selection User -interface terminals with: (2) positive terminals W (2) negative terminals I-) (2) isolated or spare term Internal wiring of module and voltage selection Terminals for internal wiring of module and voltage selection are adjacent to the slotted opening at the j -box bottom and protected with a small cover. These terminals are factory -wired with interconnection to the solar cell ribbons and by-pass diodes for 12 VDC operation. User does not need to access these terminals, except for the replacement of a broken diode or to change the operating voltage of the module. Figure 9 describes the wiring for selecting the desired operating voltage. The cover is a diode shield and must be placed back on its mounting posts after completion of, a repair. The schematics engraved in this cover remind the user of the correct wiring for 6V options. User -interface (external) wiring terminals Figure 9 Selection of operating stripped wire into knockout hole and pierce through foam seal. An awl or other sharp tool can be used to pierce through the foam seal. Feed appropriate length of wire to reach terminal screw. Insert stripped wire between terminal plate and square voltage screw washer. Tighten screw to 2.3 Nm (20 in -lb). Bypass diodes 12V jumper 6V jumpers provided in installation kit (note dire"ctionl(jumpers must not touch each other) 0 0 0 Bypass diodes not required The j -box provides six 10-32 terminal screws for external wiring of the module. Two terminals are dedicated to each polarity (with *the polarity symbols engraved into the j -box floor). Two spare terminals (i.e. floating, not connected to the module circuit) can be used for other applications such as blocking diodes. Wire entry and connections There are three methods of wire entry to the j -box. Refer to Figure 2. Figure 2 - Wire Feed - through Options ProChargerTM -CR J -Box wire entry through elastomer seal .Y"-, 1/2" liquid tight fitting 1/2" conduit and fitting Direct wire penetration with elastomer seal Only one wire should be fed through each small diameter knockout. Remove knockout plug with screwdriver using moderate impact. Slide the rubber foam seal in the cavity in front of the knockouts and push it down and flat all the way with a screwdriver. Strip wire insulation to 16mm (5/8"). Insert the Liquid -tight 1/2" fitting (NPT 2") Remove knock- out plug with screw -driver placed close to perimeter rim and impact driver with hammer. Use of a UL recognized liquid -tight 1/2" fitting is required to seal and strain relief the wire/cable installed. Follow the fitting manufacturer's recommendations for installation and use. Install fitting on box but leave it loose. Feed the wire .through fitting and route it to terminal screw. Connect wire as described above. Complete tightening of the liquid -tight fitting. Conduit For applications where wire conduits are used, follow the applicable codes for outdoor installation of wires in conduits. Verify that all fittings are properly installed to secure wires against damage and prevent moisture intrusion. Following conduit installation and wire length adjustment, connect wire as described above. Strain Relief No additional wire strain relief is required. However, it is recommended that strain relief be used to secure the wire or cable to the j -box. Two posts are provided to accept cable ties for this purpose. 4.2 Wiring Modules with Two ProChargerTM-CR Junction Boxes Modules equipped with two separate weather -protection j - boxes contain terminals for electrical connections. One j -box houses the positive output connections and the other j -box houses the negative output connections. Both j -boxes also include by-pass diodes. Refer to figure 3 for terminal description. Part No. (019831) REV. E 3 Figure 3 - Modules with two ProChargerTM -CR J -Boxes Positive J -Box E rii0=60 Negative J -Box Wire entry and connections There are three methods of wire entry to the j -box. Refer to Figure 2. 4.3 Wiring Modules with a, Single ProChargerTM -S Junction Box General Refer to section 4.1 "General". J -box configuration and description of terminals Modules equipped with one j -box, contain terminals for both positive and negative polarity. Refer to Figure 4 for terminal description. Figure 4 - Modules with Single ProChargerTM -S J -Box Wire entry and connections Refer to section 4.1 "Direct Wire Penetration with Elastomer Seal". 4.4 Wiring Modules with Two ProChargerTM -S Junction Boxes Modules equipped with two separate weather -protection '- boxes contain terminals for electrical connections. One j -box houses the positive output connections and the other j -box houses the negative output connections. Both j -boxes also include by-pass diodes. Refer to figure 5 for terminal description. Figure 5 - Modules with two ProChargerTM -S J - Boxes pl•I• �I•lu Wire entry and connections Refer to section "Direct Wire Penetration with Elastomer Seal". 4.5 Wiring Modules with Two Sp Junction Boxes There are two weather protected terminal covers, one for positive termination and one for negative termination. Access to the terminal cover is obtained by unscrewing the 4 screws of the lid. Each terminal has provision for attaching one wire, which can range from 1.5 mm2 to 4 mm2 (12 to 16 AWG) in size. To install wire, first strip insulation back 16mm (5/8"). Do not lubricate wire. Insert stripped wire through strain relief and under marked terminal screw slider. Check the correct polarity of wire and terminal. Tighten screw securely using a screwdriver of the proper size and check if it's fixed. Use proper wrench to tighten the strain relief. When completed verify that the strain relief is secured correctly by pulling the cable. Upon completion of wiring, set the terminal lid in place and tighten all 4 screws. The special design of the cover eliminates the need for a gasket. Do not attempt to seal lid to box. 4.6 Wiring Modules with One Sp Junction Box There is one weather protected terminal cover for positive and negative termination. Access to the terminal cover is obtained by unscrewing the 4 screws of the lid. The terminal has provision for attaching one wire for each polarity, which can range from 1.5 MM2 to 4 mm2 (12 to 16 AWG) in size. Connect wires as described above. 4.7 Wiring Modules with Wire or Cable Termination Crimped connectors are recommended. Wires should be soldered if connections are made by splicing wires together. Connections should be protected against corrosion and short- circuiting. Warning The voltage from a single module is not considered a shock hazard. Do not install two or more modules in series to make higher voltages. These small solar modules are designed for 12 -volt systems only. Suggested wire sizes and lengths are as follows (longer distances require larger size wire): Model Distance Wire Size SM6/ST5 up to 25 feet AWG 18 SM10/ST10 up to 25 feet AWG 16 SM20/ST20 up to 25 feet AWG 14 4.8 Self -Regulation This information applies to modules with 30 solar cells in series (SM20 and SM46). Part No. (019831) REV. E 4 1 k In ,operation; the charging-, current The factory -installed diodes ,provide 6. 'MAINTENANCE provided to the battery by this module proper circuit protection without the need nc decreaseSthus, a battery atas ,the tery olltage of for additional diodes in most systems. If, Minimal maintenance is required to charge will accept.more charging current • however, it is necessary 'to fparallel maintain optimal module performance. .If than one which,is at or near a full state of modules within series strings,, proceed as the module becomes dirty, a reduction in charge. If the system is used during the follows: 'energy output may. - result. We day; the charging current will Connect modules in parallel with internal recommend the use of water and a soft continuously adjust to replace the energy �' bypass diodes intact and place one large cloth or sponge to clean the glass module used. surface. A mild_ non-abrasive detergent .. t external diode around the parallel group. may be used on persistent contaminants. To obtain the benefit of self-regulation: Each 'external bypass diode should be We recommend asemi-annual inspection 1. ' Use proper minimum battery size of properly rated and provided with a heat of • all electrical and mechanical 100AH for each module. - sink, if necessary: The external diode is connections for cleanliness, tightness and 2. Install the module and battery so that the air temperatures around them required because the small internal diodes e. absence of dame ,Protect ourself g y are similar; within 20'F (-7°C). may not share current flow equally with against possible electric shock during 3. Use the system regularly. The this wiring arrangement. maintenance. Have,a professional correct 1: current from .a self-regulating any problems found. ; module to a fully charged,dbattery - may overcharge the battery if the . system is not used frequently. The amount of overcharge may result in a ; Modules with Wire or Cable Termination undesirable consumption of Figure 6 Diode placement and polarity electrolyte; but should not damage " the battery. If it is' not possible• to meet these L Blocking Diode . t ' requirements, it will be necessary to use a i 'Red a charge•regulator. 5. DIODES Fuse flue to protect Load Blocking Diodes Load These devices prevent current flow from + _ the battery to the solar module when the Battery module is not generating electricity. The use of blocking diodes, such as a SchottkyR barrier type, is recommended in •t most applications where diodes are t Black required. We also recommend the use of a charge controller. The controller riormally has circuitry to prevent reverse ; burr ,nt, while protecting the battery t Figure 7 Controller/regulator placement . against overcharging. When using a r charge controller, a blocking diode may not be required. -Contact your authorized Siemens Solar distributor or dealer for r Controller/Regulator. proper diode type. Refer to the wiring diagram (figures 6 &. 7) 'for diode Red placement and polarity. Bypass Diodes pie Fuse to protect gond Shading of individual cells and modules, in, series strings can cause a reverse voltageLoad .4 across the cell or ;module: • Because current is forced through the shaded area + r by other series cells, undesirable heating Battery can occur. The use of a diode to bypass the shaded -area can minimize both heating and reduction of arraycurrent. All ^ Siemens modules with the exception of Black '' ^ the SM6, SM10, SM20, STS, ST10, ST20 • ' and SR50-Z incorporate factory installed bypass diodes. ^ 1 7. LIMITED WARRANTY SIEMENS SOLAR ELECTRIC (PHOTOVOLTAIC) MODULES Limited Warranty - One Year Repair, Replacement or Refund Remedy Siemens Solar warrants the modules to be free from defects in materials and workmanship under normal application, installation, use and service conditions. If the product fails to conform to this warranty, then for a period ending twelve (12) months from date of sale to the original consumer purchaser, Siemens Solar will, at its option, either repair or replace the product, or refund the purchase price. The repair or replacement or refund remedy shall be the sole and exclusive remedy provided under the warranty and shall not extend beyond the twelve (12) month period set forth herein. Limited Warranty - Limited Remedy For modules ST5, ST10, ST20, ST40: If, within five (5) years from the date of sale to the original consumer purchaser, any module(s) exhibits a power output less than 90% of the minimum power specified at time of delivery, then, provided that such loss in power is determined by Siemens Solar (at its sole and absolute discretion) to be due to defects in materials or workmanship, Siemens Solar will replace such loss in power by either providing to the buyer additional modules to make up the total wattage loss, or by repairing or replacing the module, at the option of Siemens Solar. Limited Warranty - Limited Remedy For modules SM6, SM10, SM20, SP18, SP36, SM46, SM50-H, SM50, SR50, SR50-Z, SM55, SM100, SM110, SM130, SP65, SP70 and SP75, SR90, SR100: If, within ten (10) years from the date of sale to the original consumer purchaser, any module(s) exhibits a power output less than 90% of the minimum power specified at time of delivery, then, provided that such loss in power is determined by Siemens Solar (at its sole and absolute discretion) to be due to defects in materials or workmanship, Siemens Solar will replace such loss in power by either providing to the buyer additional modules to make up the total wattage loss, or by repairing or replacing the module, at the option of Siemens Solar. For modules SM46, SM50-H, SM50, SR50,*SM55, SR90, SR100, SM100, SM 110, SM 130, SP65, SP70 and SP75: y If, within twenty-five (25) years from the/ date of sale to the original consumer., purchaser, any module(s) exhibits a power output less than 80% of the minimum power specified at time of delivery, then, provided that such loss in power is determined by Siemens Solar (at its sole and absolute discretion) to be due to defects in materials or workmanship, Siemens Solar will replace such loss in power by either providing to the buyer additional modules to make up the total wattage loss, or by repairing or replacing the module, at the option of Siemens Solar. The remedy set forth in these paragraphs shall be the sole and exclusive remedy provided under the extended term warranty. The limited warranties set forth herein do not apply to any module which in Siemens Solar's sole and absolute judgment has been subjected to misuse, neglect or accident, or which has been damaged through abuse, alteration, improper installation or application, or negligence in use, storage, transportation or handling, or has been repaired, or in any way tampered with by anyone other than Siemens Solar. The limited warranties do not cover any transportation costs for return of module, or for reshipment of any repaired or replaced module, or cost associated with installation, removal or reinstallation of modules. "THE LIMITED WARRANTIES SET FORTH HEREIN ARE EXPRESSLY IN LIEU OF AND EXCLUDE ALL OTHER EXPRESS OR IMPLIED WARRANTIES, INCLUDING BUT NOT LIMITED TO WARRANTIES OF MERCHANTABILITY AND OF FITNESS FOR PARTICULAR PURPOSE, USE, OR APPLICATION, AND ALL OTHER OBLIGATIONS OR LIABILITIES ON THE PART OF SIEMENS SOLAR, UNLESS SUCH OTHER WARRANTIES, OBLIGATIONS OR LIABILITIES ARE EXPRESSLY AGREED TO IN WRITING SIGNED AND APPROVED BY SIEMENS SOLAR. SIEMENS SOLAR SHALL HAVE NO RESPONSIBILITY OR LIABILITY WHATSOEVER FOR DAMAGE OR INJURY TO PERSONS OR PROPERTY, OR FOR OTHER LOSS OR INJURY RESULTING FROM ANY CAUSE WHATSOEVER ARISING OUT OF OR RELATED TO THE PRODUCT, INCLUDING, WITHOUT LIMITATION, ANY DEFECTS IN THE MODULE, OR FROM USE OR INSTALLATION. UNDER NO CIRCUMSTANCES SHALL SIEMENS SOLAR BE LIABLE FOR INCIDENTAL, CONSEQUENTIAL OR SPECIAL DAMAGES, HOWSOEVER CAUSED. SIEMENS SOLAR'S AGGREGATE LIABILITY, IF ANY, IN DAMAGES OR OTHERWISE, SHALL NOT EXCEED THE PAYMENT, IF ANY, RECEIVED BY SELLER FOR THE UNIT OF PRODUCT OR SERVICE FURNISHED OR TO BE FURNISHED, AS THE CASE MAY BE, WHICH IS THE SUBJECT OF CLAIM OR DISPUTE. SOME STATES DO NOT ALLOW LIMITATIONS ON IMPLIED WARRANTIES OR THE EXCLUSION OR LIMITATION OF DAMAGES, SO THE ABOVE LIMITATIONS OR EXCLUSIONS MAY NOT APPLY TO YOU." Obtaining Warranty Performance Fill out and return the Warranty Registration Card, if supplied with the module, within thirty (30) days after purchase. Failing to return the card will not affect your rights under the warranty so long as you can establish the date on which you purchased the module. If you feel you have a claim covered by warranty, you must immediately notify the dealer who sold you the module or any authorized Siemens Solar distributor of the claim. Check local telephone listings for location. The dealer or distributor will give advice on handling the claim. If further assistance is required, write Siemens Solar for instructions. The return of any modules will not be accepted by the factory unless prior written authorization has been given by Siemens Solar. Severability If a part, provision or clause of the terms and conditions of sale, or the application thereof to any person or circumstance, is held invalid, void or unenforceable, such holding shall not affect and shall leave all other parts, provisions, clauses or applications of the terms and conditions remaining, and to this end the terms and conditions shall be treated as severable. Disputes No action, regardless of form, arising out of or in any way connected with the products or services furnished by Siemens Solar, may be brought by the customer or purchaser more than one (1) year after the cause of action has accrued. THIS WARRANTY GIVES YOU SPECIFIC LEGAL RIGHTS; AND YOU MAY ALSO HAVE OTHER RIGHTS THAT VARY FROM STATE TO STATE. Force Majeure Neither party shall be in any way Part No. (019831) REV. E 6 r e Siemens Solar GmbH Siemens Solar Industries Siemens Showa Solar Pte. Ltd. A joint venture of Siemens AG and Bayernwerk AG P.O. Box 6032 166 Kallang Way Postfach 46 07 05 Camarillo, CA 93011, U.S.A. Singapore 349249 D-80915 Munchen Tel: 805-482-6800 Tel: 65-842-3886 Germany Fax: 805-388-6395 Fax: 65-842-3887 Tel: 49-89-636-59-158 Web site: www.siemenssolar.com Fax: 49-89-636-59-173 E-mail: sunpower@solarpv.com Part No. (019831) REV. E SIEMENS INSTALLATION GUIDE SUPPLEMENT for Siemens Solar Electric Modules PLEASEREADTHIS GUIDE9COMPLETELY`'BEFOREtINS A LING.OR USING THEsMODULES �. INTRODUCTION This Guide'SUPPLEMENT contains electrical and mechanical performance information, that you should be familiar with before using your Siemens Solar photovoltaic modules. Your Authorized Siemens Solar PowerPrOTM distributor or dealer can provide additional sizing and System design information if necessary. .'SPECIFICATIONS ' Electrical Characteristics: Model Number SM20 SM10 SM6 ST40 ST20 ST70 ST5 Configuration Changeable Number in Series 12V 30 12V 34 •12V 33 12VI NAl 12V NA 12V NA 12V NA Rated Power, Watts Pmax 20 10 6 381 20 10 5 Min Power, Watts (Pmin) 18 9 5 34.21 18 9 4.5 Open Circuit Voltage Voc 18.0 19.9 19.5 22.2 21 21 21 Short Circuit Current Isc 0.42 2.59 1.48 0.74 0.37Volta a at Load - 15.0 16.6 15.6 15.6 15.6Current at Load t1.60.71 0.39 2.29 1.29 0.64 0.32 Cell T pe Maximum S stem Voc Mono 25 CIS 600 cis 25 CIS 25 cis 25 Facto Installed B pass Diode No Yes No No No Part No. 019772, Rev. J Notes: 1. Rated electrical characteristics are within 10% of measured values at Standard Test Conditions (STC) of: 1000 W/mz, 25°C cell temperature and solar spectral irradiance per ASTM E 892. 2. Under normal conditions, a photovoltaic module may* experience conditions that produce more current and voltage than reported at standard component test conditions. Accordingly, the.cvaluestofdsc and Voc markedon.UL-.Listed modules-should:be multiplietl'by!a=factor; of.1.25; when ;determining:voltage ratings,. conductor.capacities,.fuse sizes, and size of;controls connected to the module output=RefeMo ASection 690-8 of -the U'S'National Electrical Code for.an additional multiplying-factor, of_1:25 which may be -applicable:); 3. For U.S. only -Maximum System Voc is 600 volts for the SM110 and the SM100 modules. 4. SR50-Z module does not include a bypass diode. 1 T'h � ical Characteristics: 43 25.3 43 25.3 43 6.0 152 6.0 152 Model Number SM20 SM10 SM6 ST40 Model Number SR100 t S1150-44 SR50.Z SP135 SP75, SP70, SM110, SM1101, SM55, SM50-1-1, SM46 SP36 SP18 14.2 360 SR90 50.9 1293 29.4 747 SP150 SP65 SM100 SM1001 SM50 6.9(175) 12.93 328 12.93 328 12.93 328 Length, inches mm 59 1498 30.8 83 32.36 22 47 1194 47.3 1200 51.8 1316 51.45 1307 50.9 1293 48.0 1219 42.7 1083 24.9 33 24.9 33 Width, inches mm 23.4 594 23.4 594 23.5 597 41 1041.4 20.8 527 25.98 60 25.67 52 13.0 29 13.0 29 13.0 29 20.8 527 10.8 75 Depth (frame), inches mm 1.56 9.6 1.34(34) 1.6 41.0 1.56 9.6 1.3(34) 1.6(40) 0.2(5.5) 1.3(34) 1.3 4 1.3 4 1.3(34) 1.3 4 Depth(including '-box), inches mm 2.2 55.9 2.2 55.9 1.6 41.0 2.2(56) 2.2(66) 2.1 54 2.0(52) 1.4(36) - 1.4(36) 1.4 2.2(56) 2.2(56) Weight, -pounds 24 10.9 C-13 5.9 12(5.5) 32.6 14.8 16.7 .6 25.1 11.5 20.73 .5 12.0 5.5 11.5 5.2 10.2 4.6 9.5 4.3 5.9(2.7) Mounting Holes: Length of Module, outside, inches mm 57.58 1463 25.3 43 31.77 07 46.13 1172 46.1 1172 50.5 1283 NA 49.8 1264 46.9 1191 41.5 1054 23.9 07 23.9 07 Len th of Module, quarter, inches mm 25.3 43 15.35 90 9.84 50 ctr 25.31 43 25.3 43 25.3 43 28.93 35 Width of Module, inches mm 21.96 557.8 21.65 550 19.69 500 39.56 1004.8 19.0 483 24.2 15 NA Diameter, mounting holes, inches mm .26 .6 .26 .6 .26 .6 .26 .6 .26(6.6).NAI NA Physical Characteristics: 43 25.3 43 25.3 43 6.0 152 6.0 152 Model Number SM20 SM10 SM6 ST40 ST20 ST10 ST5 9.2 2 .26(6.6),.26 .6 .26(6.6)..26 Length, inches mm 22.3 567 14.2 360 13.0 330 50.9 1293 29.4 747 15.25 387 8.12 206.2) Width, inches mm 12.9 328 13.0 330 6.9(175) 12.93 328 12.93 328 12.93 328 12.93 328 Depth (frame),'inches inm 1.4(35) 1.4(35) 1.4(35) 1.3(34) 1.4(35) 1.4(35) 1.4(35) Depth (including j -box), inches mm NA NA NA 1.4(36) NA NA • NA Weight, pounds (kg) 5.6(2.5) 3.7(l.8) 2.2(1.0) 15.1 7.02 8.84 4.1 5.16 2.4 3.01 1.4 Mounting Holes: Length of Module, outside, inches (mm) 21.3 540 13.1 333 11.9 303 49.8 1264 14.1 358.9 14.1 358.9 11.21 284.7 Length of Module, quarter, inches mm NA NA NA 25.3 643 NA NA - NA Width of Module, inches mm 11.3 286 11.3 287 .5.2 132 11.3 286 11.21 284.7 11.21284.7 .7 (177.8)1 Diameter, mounting holes, inches mm .26 6.6 .26 6.6 .26 6.6 , :26 6.6 .26 6.6 .26 6.6 .26 6.6 25.3 43 25.3 43 25.3 43 6.0 152 6.0 152 ' 11.3 86 11.3 86 11.3 86 19.0 483 9.2 2 .26(6.6),.26 .6 .26(6.6)..26 .6 .26 .6 # Notes: _ Frame is not included in the SM110-L and SM100-L laminate dimensions. Hole spacing dimensions for the SM110-L and SM100-L laminate refer to mounting clip locations. Modules mounted at the quarter points or inside holes offer loading of a maximum of 125 PSF (5900N/m?) (static). End mounting holes are designed fora maximum of 50 PSF (2400N/m2), •' PSF=Pounds Per Sq. 'Ft. When heavy wind, ice or snow loads are expected, mount modules using the quarter point holes. Siemens Solar Support Structures are designed for maximum wind loading of 125 MPH. They are made of durable anodized aluminum with pre drilled mounting holes and stainless steel hardware. See your Siemens Solar POWerPro for details. 4 Siemens Solar GmbH - Siemens Solar Industries Siemens Showa Solar Pte. Ltd. A joint venture of Siemens AG and Bayernwerk AG P.O. Box 6032 166 Kallang Way „ Postfach 46 07 05 Camarillo, CA 93011, U.S.A. Singapore 349249 D-80915 Miinchen Tel: 805-482-6800 Tel: 65-842-3886 Germany Fax: 805-388-6395 Fax: 65.842-3887 Tel: 49-89-636-59-158 Web site: www.siemenssolar.com Fax: 49-89-636-59-173 E-mail: sunpower©solarpv.com .Part No. 019772, Rev. J 2 l ,PROCT PHOTOVOLTAIC SYSTEM CONTROLLERS OPERATOR'S MANUAL MODEL RATINGS " PROSTAR-12 PROSTAR-2 PROSTAR30 Rated PV current 12AA 20A 30A ; Rated Load current 8A. 16A 30A: - , System voltage: .12 andolts, aut selecte ProStar models dard included in this • ith LCD meter n��T TA ®1r1QR 11VGS AR ` c o r p o r a d o n.; manual: , . P.O. Box 958 OuaeK MARYLAND 20830 USA " - - _ R1- APRIL 1996 _ .. .. ^� -.�r: tw.l s � f � %6" y.. y�� ra�+.•i � h � �• r c s+ 'r A A 1.0 GENERAL INFORMATION ...................................................................................... Thank you for selecting the ProStar PV controller. The ProStar is a highly sophisticated controller using advanced technology and microprocessor control. The battery charg- ing process has been optimized for longer battery life and improved system performance. Many functions of the ProStar are unique. Although the ProStar is very simple to use, please take the time to read this operator's manual and become familiar with the con- troller. This will help you to make full use of the many advantages the ProStar can provide to your PV system. PRECAUTIONS "Always Put Safety First" • Always be very careful when working with batteries. Batteries can produce explosive hydrogen gas. A short-circuit can pull thousands of amps from the battery. 2 i • Even though the system is only 12 or 24 volts, both the PV array and battery can contain lethal amounts of electrical power. II Do not splash water on the controller, do not allow water to enter the ventilation slots. ! Do not touch the heatsink. Under certain operating condi- tions, the heatsink can become hot. • Always install the controller in a vertical position. Ensure adequate space for ventilation, and never block the ventila-, tion slots. • Do not short-circuit the PV array while connected to the controller. This will damage the controller. • Do not exceed the current ratings of the controller. t I " 2.0 QUICK START INSTRUCTIONS .................... ........................ This section provides a brief overview of how to get started using the ProStar controller. However, please review the entire manual to ensure best performance and years of trouble-free service. r- 8.1IERY TYPE - S-5 O— BATTERY CH.RCE —T o°OE o0 O O O�Doa • VV B.ITERY LOAD I O� + ll � O®� + SE©NSE O BATTERY _ 10 i 1. Mount the ProStar to a vertical surface. Allow space above and below the controller for air flow. The heatsink MUST be in a vertical (up & down) position. 2. Make sure the PV and load currents will not exceed the ratings of the ProStar model being installed. 3 CONTENTS ...................................................................................... 1.0 GENERAL INFORMATION.................................................... 2 2.0 QUICK START INSTRUCTIONS ............................................ 3 3.0 INDICATORS...................................................................... 4 3.1 LED Indicators .................................................. 4 3.2 Digital Meter & Disconnect .............................. 5 4.0 INSTALLATION INSTRUCTIONS ............................................ 6 4.1 Polarity Protection ............................................ 6 4.2 Installation Procedure ...................................... 7 5.0 OPERATION........................................................................ 10 5.1 Controller Operation ........................................ .10 5.2 Controller Functions ........................................ 10 5.3 Inspection and Maintenance ............................ 11 5.4 Troubleshooting................................................ 12 6.0 SPECIFICATIONS................................................................ 15 1.0 GENERAL INFORMATION ...................................................................................... Thank you for selecting the ProStar PV controller. The ProStar is a highly sophisticated controller using advanced technology and microprocessor control. The battery charg- ing process has been optimized for longer battery life and improved system performance. Many functions of the ProStar are unique. Although the ProStar is very simple to use, please take the time to read this operator's manual and become familiar with the con- troller. This will help you to make full use of the many advantages the ProStar can provide to your PV system. PRECAUTIONS "Always Put Safety First" • Always be very careful when working with batteries. Batteries can produce explosive hydrogen gas. A short-circuit can pull thousands of amps from the battery. 2 i • Even though the system is only 12 or 24 volts, both the PV array and battery can contain lethal amounts of electrical power. II Do not splash water on the controller, do not allow water to enter the ventilation slots. ! Do not touch the heatsink. Under certain operating condi- tions, the heatsink can become hot. • Always install the controller in a vertical position. Ensure adequate space for ventilation, and never block the ventila-, tion slots. • Do not short-circuit the PV array while connected to the controller. This will damage the controller. • Do not exceed the current ratings of the controller. t I " 2.0 QUICK START INSTRUCTIONS .................... ........................ This section provides a brief overview of how to get started using the ProStar controller. However, please review the entire manual to ensure best performance and years of trouble-free service. r- 8.1IERY TYPE - S-5 O— BATTERY CH.RCE —T o°OE o0 O O O�Doa • VV B.ITERY LOAD I O� + ll � O®� + SE©NSE O BATTERY _ 10 i 1. Mount the ProStar to a vertical surface. Allow space above and below the controller for air flow. The heatsink MUST be in a vertical (up & down) position. 2. Make sure the PV and load currents will not exceed the ratings of the ProStar model being installed. 3 -15 MODEL rn fuses ProStar-12 ProStar-20 ProStar-30 1 re ' PV Current (amps) 12 20 30 .' • All models both 12V 16 "` 30 d 24V (automatic �rS Load current (amps) 8 ;, se selection) Note: Current ratings can be exceeded by 25% for up to 5 minutes. • nd C � ELIABILITY MECHANICAL S-yyear failure rates at a 90% confidence level • Dimensions: (inches) ........... 6.01 (W) x 4.14 (H) x 2.17 (D) ( . Pro ar-12.................................... < 0.1 % (mm) ............... 153 W x 105 (H) x 55 (D) 1 • ProStar-20.................................... <0.1% • Weight: (oz) ................. 12 red • ProStar-30.................................... 0.4% (kg) ................. 0.34 • Wire terminals ..................... Euro -style OnneCt- Max wire size: ' (solid) .............. N6AWG/16mm' nal • Operating temperature .................40 to +85°C (multistrand) ... (fine strand) #6 AWG/10 mm2 #8 AWG/10 mm to • Max ambient temperature ........... • Storage temperature .................... +60°C . 55 to +100°C .... Terminal diameter ........... 0.2 inch/5 mm • Humidity100% (NC) • Mounting orientation ......... vertical ....................................... • Case: Material ........................ VALOX #310 SEO may J Fungicidal resistance....... ASTM G21-70 i h e • Accuracy12V ........................... +/- 22 mV Moisture absorption ........ UL Thermal Index ............ < 0.4% 120°C/140°C ` 4Sar- 24V ........................... +/- 38 mV 5) • Maximum array voltage ................ 50V • Min voltage to operate ................ 8.0 V I ELECTRONIC FUSE /SYSTEM SAFETY load • Ground ................................. • Parallel capability ......................... negative . yes • Load short-circuit................ Short-circuit is > 1OX load fence. • Self -consumption (tare): Night ................................. 11 mA ratingg for > S msec Loaddisconnected<50 nd that Charging .................... "nect ' Load disconnected 12 mA ` • Emergency disconnect ....... i g Y microsec If volts e < 2.4 V, PV/load .:.................10mA • Voltage drops: " disconnected<0.1sec ' Maximum: PV/Batt 0.7 V Reverse polarity �•••••• ••••••••••All 4 system inputs fully ..................... Batt/Load ................. 0.4 V PProtected Typical: PV/Batt ..................:.. 0.5 V • High temp shutdown .......... 70°C disconnect PV input Batt/Load ................. 0.1 V 80°C disconnect load • Operating life ................................ 15 years 60°C reconnect load • Noise: 50°C reconnect PV _6 • pP protection ........................... all inputs Output noise pulses ................. < 400 mV CONTROL Noise pulse width .................... < 500 nanosec Radiated noise .....................:.:. < 100 picowatts/Khz 12 Volt t • FET's: Sealed Flooded Rds (on resistance) ...................0.018 ohm • Low volt load disconnect 11.4 . 11.5 Pulse rating .............................. 120 A • LVD reconnect . 12.5 12.6 age Junction temp rating ................ 175°C , • Constant -voltage regulation 14.1 14.3 Operating junction temp ......... 110°C • Equalization 14.35 14.6 t• pP memory ............................. 2k ROM • HVD 15.5 15.5 • pP clock speed ............................. 2 Mhz (24V setpoints are twice 12V values) • Transient surge suppressors: Pulse power rating ................... 1500 watts { Response .................................. < 5 nanosec CONTROL PARAMETERS load jjJ • LED's: Pulse rate ................................. 300 Hz • Charge algorithm ............... constant -voltage the Current consumption ............... < 1 mA/LED PWM pulse charging In • Temp camp coefficient ....... series configuration 5.0 mV/°C/cell (25°C ref) .te ry DISPLAY LVD current coefficient ....... - 20 mV/amp load fMETER In' TYPe............................................. LCD • Auto Seald equalize: .••.••.••.......••••..• 16 days or 11.9/23.8 V r large. • Dis la P Y • ; - •• • • • -• • Tem ratio P g """"':"""""""""""" 3•di rt x .5 inch 9 • 30 to +85°C Flooded ..........11 Te comp setpoints setpoints days or 12.0/24.0 V Regulation, Equalize, HVD ' • Voltage accuracy .......................... 0.5% ........ • Software delays .............. ... _ - LVD 55 sec; HVD - 7 sec is a • Current accuracy .......................... • Status LED's ..................:.............. 2.5% 3 • Software filtering g ................ average 2 in uts/50 sec 9 P N i • Self -consumption (tare) ................ 8.5 mA • Measurement rate .............. 37.5 samples/sec 5 a f • Manual disconnect ....................... < 100 microsec Specifications subject to change without notice. Manufactured in the U.S.A. -15 i� - � .: �. I� � 19 ,. ; 5.0 WIRING AND INSTALLATION The AIR marine is intended for mounting on a boat and the AIR However, module lhe eis for use on land wherecorrosion is not expected to be eaprobtions em. where corrosion is a concern. marine should be considered for land-based app Section 5.3 covers applications where the AIR is to be mounted on a land-based structure•(Wind Module or marine model). Section Section 5 5 contains specific overs mounting on -a boat. Both models will work with either mountingarrangement. wiring information common to both applications. 5.1 Mount SpecWications The AIR is designed to mount a o 1 112", SCH 40 4.8 cmte Thereel sminum pipe. The a so coupling insidede of diameter of the pipe should be about 1.875 ( )irregularities the yaw shaft mount that is designed o sto e down the ower and into the t firmly to a surface with structure. The and to dampen the transmission of if you clamp and soft coupling will accommodate plan to use something other than a 1 112, small 40 pipe, be sure es in r totcheck for a secure fit on a sample before mounting and be sure of a secure fit on final mounting. 5.2 Electrical Connection The 12 -volt model is capable of producing peak currents of 30 amps. The 24 -volt unit peaks at 20 amps. The power leads are #10 stranded. With your AIR, use these fuses: • 12 -volt model: 40 amps for each unit• ' 24 -volt model: 20 amps for each unit If you are wiring multiple turbines, you have two options that may change your fusing requirements. Read Section 5.52 for more details. The red lead is positive. The black lead is negative and the green lead is ground. On 12 -volt models, the green ground is not needed for isolation due to very low voltage, therefore the green and black leads have been connected internally. NOTE: For 12 -volt models, use both black and green as your negative connection by using them together to form one lead. For 24 -volt models, connect the green ground to your system ground (usually the plumbing system in homes -and the engine block on boats). Try not to connect different metals together (e.g., copper and aluminum). This will cause a galvanic cell that erodes one of the metals. heresuch se and use connections antianti-oxiare deunavoidable, consult your dealer or an electrical supply compound. Such connections should be inspected periodically for signs of corrosion and cleaned when necessary. t 11 Corrosion will form on wires near the battery connection. Stranded wire will corrode more readily because it "wicks" the corrosion. Solid wire, though more corrosion resistant, becomes brittle and forms small cracks. ATTENTION: The NEC requires that all electrical power cables are to be physically protected. Be sure to run the wires inside the tower for maximum protection. If the tower is higher than 15'(4.5 meters) a strain relief must be used to minimize the stress put on the wires in the tower. NOTE: Always solder to proper wire termination ends, especially near batteries and in a marine environment. 5.30 Mounting AIR in Land Applications One of the significant developments of AIR technology is the modular design that facilitates use of multiple turbines to achieve desired power production from a roof -top mount (a separate tower in not required). Many obstacles were overcome to provide a safe solution for mounting in this manner. However, there are still applications where a tower is necessary, usually where the structure peak is either below or not significantly surrounding obstacles. If the structure you have in mind is not above surrounding obstacles that are several hundred feet away, you may consider using a tower and/or our WINDSEEKER line of turbines. Contact your dealer for more details if you are considering this option. 5.31 Mounting on Buildings The AIR has been designed to mount on 1 1/2 ", SCH 40 steel or aluminum pipe secured to the peak of your structure. Southwest Windpower engineers have studied AIR flow over structures in a fluid dynamic laboratory to determine this optimum location where the wind is likely to be at its greatest velocity. Structural Load - Uniform building code requires that a structure must support the wind load it creates by the area presented to the wind. The structural load applied by the wind increases with wind speed. Any additional loads that increase area during serious storms must be compensated for. CAUTION: DO NOT DEVIATE FROM THE AIR MOUNT DESIGN WITHOUT CONSULTING'THE MANUFACTURER. Noise - The AIR mount design has also incorporated a rubber isolation unit to minimize noise that might be transmitted into your home or structure through the mount. 5.32 Height of AIR Modules Preliminary test results suggest there are considerable differences in acceleration due to the angle and height of a structure. However, a location of five feet (1.5 meters) to nine feet (2.5 to 3 meters) above the structure produces substantial acceleration in 12 electrical supply house. Please refer to the stop switch wiring diagram in Drawing 3, on page 15. 5.41 Location in Marine Applications Your AIR marine will perform best when located in the strongest and smoothest wind. The location of this "best wind' varies on each vessel; however, there is a suggestion for finding it All things being equal, the higher the turbine, the better its access to the wind. Wind slows as it gets closer to a surface. Wind can be accelerated when it comes -off your sail. A mount placed on the stem or just aft of your main sail might be in a excellent location. Spend some time deciding the best location while keeping in mind safety and structural requirements. Discuss the location with your dealer and any structural concerns with the boat manufacturer. 5.42 Mounting your AIR marine The AIR marine was designed with a yaw shaft mount the serves three purposes. First, it allows the connection to conform to surface irregularities and provide a firm grip. Second, it isolates sound that could otherwise pass into your hull. And finally, it electrically isolates the turbine from galvanic cells that are created by differing metals. In the future we plan to offer a series of mount kits for typical installations. Check with your dealer for availability of these kits. When you have determined the best location for your AIR marine you can begin constructing your mount The mount should be capable of withstanding 150 Ib. (70 KG) of load in the horizontal direction. It is a good idea to test your structure by using a hand wench to apply a 150 Ib. load horizontally. Use of a bathroom scale will help measure the load. 5.43 Wiring your AIR marine Before proceeding with wiring, please review Sections 5.2 and 5.5. These sections cover guidelines an precautions to observe when fusing and wiring. CAUTION: DO NOT APPROACH THE TURBINE FOR ANY REASON , UNLESS ROTOR BLADES ARE STOPPED. J Refer to Chart 1 in Section 5.5 for help in selecting the correct wire size. If your AIR will be installed on top of a mast that is 30 feet or greater, be sure to use a strain relief to prevent damage to the turbines' slip -ring connection from the height of the wires. 14 Drawing 4 NOTE: In this drawing, A/R's internal regulator is being used. An external regulator can also be used. See Sections 4.2 and 7.0 for more information. y 16 , Ground / Roof Mount Racks ' These sturdy, economical racks are made from heavy gauge aluminum. They have telescoping legs for quick and easy seasonal adjust merit from 150 to 650. Standard Ground Mount 5tainle�eteel-mounting hardware is provided. You Low Profile Mount Pricing and S ecifications must supply appropriate anchor bolts. Low Profile Ground Mount o �a� NOTE: Mounts with prices in BOLD with ' suffix will be Shipped by truck from New t• II Ground/Roof Mountashipping) Ground/Roof Mount Pricing and S ecifications GML13 GNIL144 Ground/Roof Mount Model •> GMU22 GMU32 GMU43 GMU54 GMU65 GMU75 GMU89 GMU104 Itemcode' 12-201 12.202 12-203 12-204 12-205 12.206 12.207 12-208 Price (' means truck shipping) $95 • $125 $157 $179 $190 $210 $257 $320. . Manufacturer Module Maximum Number of Modules Per Mount for Module Types Listed At Left Per Mount for Module Types Listed BP BP275,BP590 1 B�_ 2 _ 5 . 34 6 Siemens SR100,SR90,SR50 + 1 -T Siemens, 2 3 ,. 51 4 6 . SP70,SP75 1 8 2 10 3 4 =III 5 ! 1 SM50H,SM55,SM46 1 2 3 4 10 7 Solec S100,S110 I 9 1 11 2 8 3 16 Solec S08050901 3 4 1 I 2 3 6 4 7 S50,S50-L,S53,S55 1 2 3 4 5 6 7 Solarex MSX120 8 9 1 S50,S50-L,S53,S55 7 2 .1 9\ 8 MSX83,MSX77,VLX80 11 1 14 2 Solarex 3 2 MSX60,MSX64,VLX53 1 2 US -32 3 4 5' Uni-Solar US-64,US-42 14 ' 1 5 2 3 8 MSX60,MSX64,VLX53 4 5 !6. 7 5tainle�eteel-mounting hardware is provided. You Low Profile Mount Pricing and S ecifications must supply appropriate anchor bolts. Low Profile Ground Mount o �a� NOTE: Mounts with prices in BOLD with ' suffix will be Shipped by truck from New t• II Ground/Roof Mountashipping) GML096 GML107 GML120 GML13 GNIL144 GML156 GML168 GML194 GML216 Itemcode12-210 GMV107A 12-211 12-212 12-213 12-214 12-215 124216 12-217 12-218 Price (*means truck$310 $360 $325 1 $360Manufacturer $425 $400 1 $450 Call Manufacturer Module Maximum Number of Modules Per Mount for Module Types Listed At Left Maximum Number of Modules Per Mount for Module Types Listed At Left BP B�_ 4 _ _ 5 . } 1 -,_ 6 7 8 9 10 -T Siemens, _SR100,SR90,SR50--- t-4_.. - - ,. 51 6 . 10 7 8 9 10 SP70,SP75 4 5 ! 1 6 Solec 7 8 9 10 SM50H,SM55,SM46 7 8 I 9 10 11 12 8 14 16 Solec 5100,S110 3 4 1 I 5 18 6 Solarex 7 8 5080,S090 4 5 6 7 8 9 8 S50,S50-L,S53,S55 7 8 .1 9\ 8 10 11 12 14 16 Solarex MSX120 2 131 4 US -32 5 , -*8 10 ' MSX83,MSX77,VLX80 3 14 ' --�4 1 5 6- .7 8 MSX60,MSX64,VLX53 4 5 !6. 7 8 9 10 Uni-Solar US-64,USA2 3 C4 1 5 6 7 US -32 5 _ 7 ;8 1 9 10 11 12 14 Mexico, fretg t co ec : a • others will goUPSYAIIow 4, week—delivery'for`mo5t ____._ Vmount5. a 2 -Tier Ground mount 4 ♦ / 18 ' Alternative Energy Englneering F 2 -Tier Ground/Roof Mount Pricin and S ecifications Ground/RoofMountModel -> GMV072A GMV072B GMV083A GMV083B GMV094A GMV0948 GMV107A GMV107B Itemcode 12.220 12-221 12.222 12-223 12-224 12.225 12-226 12.227 Price (' means truck shipping) $360 $360 $380 $375 1 $425 $400 1 $450 Call Manufacturer Module Maximum Number of Modules Per Mount for Module Types Listed At Left BP BP275,BP590 6 8 10 Siemens SR100,SR90,SR50 6 8 S00,SP75 6 8 10 SM50H,SM55,SM46 10 12 14 18 Solec S100,S110 6 8 Sa80,SQ90 6 8 S50,S50-L,S53,S55 10 12 14 18 Solarex MSX120 4 MSX83,MSX77,VLX80 6 8 MSX60,MSX64,VLX53 6 8 10 Uni-Solar US-64,US42 4 6 US -32 , -*8 10 ' 12 14 ' 18 ' Alternative Energy Englneering F Ground Roof. mount."RAcksi.., These sturdy al.urninum mounts fit al- most anymodule;because the support rails are punched with a I series of slots.. Roof/Ground Mounts T -niecetihle leas allow for PANEL MODEL Module 7F�,2 1 Module Tilt 2 Module odule Tilt I Module Flied SASt, AL 50 1 14-061 .$105 2 3 These mounts may on and curved roofs and on walls of RVs and trailers. They are available ir(both flush-mdunt and tilt -up ver- 4 6 6 , .8 ASTROPOWER PV - 65,75 14-175 14-174 .2, si6ns. The tilt -up models can tilt left 34 5 '$ilo' $410 Solec . 80- 110,120 . 14-176 $112 1 7, '14-159 $52 2 14-536 $63 3 4" 14-539 142 Siemens SP75 Ell* 14-561 270 ,275,585,590 1 2- - 3 4 5 6 Solarex VLX531 MSX64 "-KYOCERA - KC 60,80,120, 14-132 n $48,,, MSX77 I MSX83 2 14-177 1 3 4 1 ,T6 LA 51,45,63 1 -$52 2 3 4 6. - 8, SIEMENS SM 46,55 1 2 37. 4. 5 6 8 8 8 '12- S -=X-65-75--s 2 3 4 SR 50 90100 1 3 —4 A ,6 SOLAREX 32,53 3 4 5 1 8 VLX 80 1 2 3 .4 L_ 40,50 2 3 '1 4 5 6 8 — 2 3 4 5 6 8 MSX 1. 77,83 L 4. 6 120 1 2 - '4_ SOLEC, 45,50,55. 1 2 3 -4 5 1 6 8 8 1 8 ,12 S 100110 - 2 3 4 - 6' SO' 8090" 2 3 4 4 UNI -SOLAR.. 32 2.- 3 5 V 8 10 US 4264 1 2 3 4 !.Shiin Weight. 6# 7# 1 8#. 1 10# 21# 24# 28#1 132# 11 349 35# . Unit Prim ($US)' emcode., O Zt ti Mahtracks Top Of Pole Mount Kit ==3 The Mantracks kit is'a hub and hardware. of" that allows you to create !a low-cost top pole mount. - Yousupply the angle*and clizinnel iron, I" pipe and allthread to make what- ' '411 ever size rack you need. The Mantrack kit contains�instructions that show how to fabri- cate:differenisizes of mounts! It can be used as a manually operated sun tracking rack since it is easily adjusted for any latitude and angle of incidence without tools. Easily ex"' pandable to fit many panels, this mount is so strong, it -can even be used.to support solar water heating patiels! Whenlocked into place, it can Withstand high winds. -Designed to slide over a Sch 40 YID -steel pipe'.* Made in U.S.A. 12-800 Mantrack§ Kit r $120 4 RV Roof:Mblunts be�u'sed flat' Module 7F�,2 1 Module Tilt 2 Module odule Tilt I Module Flied Module Fixed BP 75190 14-060 $75, 14-061 .$105 14-062, $34 14-063 A48 These mounts may on and curved roofs and on walls of RVs and trailers. They are available ir(both flush-mdunt and tilt -up ver- Solec 45155 147136 $ 63 14-137 $88 $26 14 -139 $40 solec 110 14-173 14-175 14-174 N/A ' si6ns. The tilt -up models can tilt left or right 45' or lay flat for travel. .They are made from. I". i -,shaped aluminum extrusions.%. $82 '$ilo' $410 Solec . 80- $80 . 14-176 $112 14-158 $38 7, '14-159 $52 SiemensSM46-55 14-536 $63 14-537 $86 14-538 $27 14-539 142 Siemens SP75 14-560 14-561 14-562 14-563 $75, $105 $34 $48 - Solarex VLX531 MSX64 14 -329 $75 14 -330 $105 14.331 $34 14-132 n $48,,, MSX77 I MSX83 14 -353 14-177 14-354 14 -355 1 111111192JV7 L $82 $115 $38 -$52 18 t L'ount _ u to LAND OF NATURAL WEALTH AND BEAUTY -.-c, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 July 29, 1999 John Dale Nettles P.O. Box 701 Forest Ranch, CA. 95942 Assessor Parcel Number: 063-240-045 Building -Permit Number: 99-1454 This office reviewed the above referenced building plans. Please respond in writing to each'comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1) Provide the manufacturers information. for the wind generator. Please include the installation instructions and structural support requirements along with any engineering. 2). Solar photovoltaic systems must be installed as per the NEC article 690 requirements. Provide this information about the installation. 3) Indicate header sizes that will support the 70.0 psf roof loads.. 4) Plan review will continue upon receipt of the above items. Additional items may be required when plan review 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, Glenn Gibbons Plans Examiner . 1 • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S"STATEMENT OF USE - DETACHED ACCESSORY BUILDING PMT: # . % . II k-• OWNER' JQ1--At\1 iV F—TTL-t—S PHONE: i �Cl 4 -07 7 S MAIL ADDRESS:�C). 13dX %C) / POA 19 S7- AZA)VC 44 C4. cf S S Ll ? SITE ADDRESS: 2 7 BUE MILL , 0,4 l*�) PROPOSED USE: 1C'&R50,V1V1¢L USE ojt/L.Y PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION N) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: C No: 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: 3. Will items produced in this building be offered for sale? Yes: No: C 4. Will the public have access to this building? Yes: No: " 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: 7. Will this building be occupied at any time as an eating area? Yes: No: X 8. Will this building be occupied at any time as a cooking area? Yes: No: 9. Will this building be occupied at any time as a living area? Yes: No: x SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: C 12.. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: _ No: 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: C 15. Will this building be heated or cooled? Yes: No: 16. Will this building have a water closetttoilet? Yes: No: 17. Will this building have a sink? Yes: No: x_ 18. Will this building have a water heater? Yes: No:� 19. What type of floor covering will the building have? CD/VC>c 20. What type of wall covering will the building have? 15 =� –JJ Icx% £� ll%�Q 15 ye ADDITIONAL INFORMATION: 2_ 19DD 7Z7 F S�'iG ,pZ/�rct�•�Y, TU A�o�1 DA\?�S I hearty affirm under penalty of perjury the above Infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure Ism require disclosure of this information if or when offered for sale. OWNER'S SIGNATURE DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: EI COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754��� PERM`T NO. (Rev. 12/96) APPLICATION AND PERMIT � "`�� �// ASSESSORPARC NUMBER_ /� h - O V_l� U 145 ZONING BUILDING PERMIT Ll OWNER HONE SQ. FT. OCC. BUILDING VALUATION I�p1� ,gpQ��{� T ���_y///���r n � ` (/�/ L//±�S^GQ�^�� .OWNERS • Ill: 1 , iJ V V v W - L , / q2 COPfrRACTOR' E. TELEPHONE 3qs_ Lt CONTRACT 'SOI`'JO�oy 3 5q�a 6 CONSTRUCTION LENDER'Jjr/( Fireplace I a b O -66 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing .QQ Permit Fee $ 3 5.()o ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS ^^CL ^ p( Energy Plan Checking Fee $ $ PERMIT FEE $ rj , D6 LOT NO. SUED ISIS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome� Other '��WSolar �3� or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U6li6es ❑ Installation ❑ Other Describe Work: • Lulnr'� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service ',DOA 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.POWER License Class Lic. No. TS f-® RZO OWNER -BUILDER DECLARATION 1 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.) certify that in the performance of the work for which this permit is issued, I shall 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 cc ly with those provisions. X Date of Applint - ❑ Owner Contractor ❑ Agent Signatur ca An OS H permit is required for excavations over 60" deep and demolition or construction of structures over stories in height. Main Service 200A TO 1000A 46,00 NEW CONST. DWELLING OCCUP. so OR ADDNS. ( 8 ACC. S.3.5¢FT. NEW T. R61D MULTI -OUTLET @7,50 APPARATUS a SINGLE OUTLET CIR. (�(, OCCU OUTLET OR FIXTURES B20 @ 1.000 Ex. Occup. OUTFIXLETS RESILI.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ TYPEI TOTAL FEE $'5not aCONST. FE IMP FLOOD COP PARCEL PD HD ISSUE 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. ByT"&8Date �a oZ -,F)F PERMIT EXPIRES ON ii"a _159OCZ) Date ^^3 Receipt No. d�90 qb WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT P C -ECT PROCESSING RECORD APPLICANT: �O OWNER: PERMIT #: A. P. #: WORK DESCRIPTION: DATE DESCRIPTION OF STEP rC :t/! 4AAJ ALM T ,y:.ed CSC e4 m UK, L,A � �_ . � . .. . APN: 063-240-045-- Plancheck Comments Nettles Residence , , The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which,detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of the plans depicting the designed elements and cover sheets of the calculations.. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. O.K. 2. O.K. 3. O.K. •. 4. Specify roof sheathing and nailing requirements on plan. It is unclear where this note was added to the plan. Please specify the location of note. • 5. O.K. 6. O.K. , 7. O.K. , 8. O.K. f .1` EVERGREEN DEVELOPMENT 389 A CONNORS CT CHICO, CA 95926 .530-894-5590 Fax: 893-3415 = To: Martha Whitney Sept, 01, 1999 re: plan check for: John Dale Nettles, ap# 063-240=045 RE -SUBMITTAL �' Responce to : Plan check letter dated Aug. 25, 99 Martha, please find enclosed the following: I have submitted 3 sets of plots for the CDF re -view. The building sidesets have been ;. changed to reflect a 30 ft building line. Enclosed please find a letter fron Mr. Nettles stating that the travel trailor will be unhooked for the septic. It will be sold. It is not a mobil home, but a travel trailor. I have included a note on sheet A-1 stating the stud size. Normally I would put it on S=3, but I didn't want to print a whole sheet just for that correction, I hope that's ok. 4) The trimmer post sizes for the 2" evel floor beams have all been changed to 4x6 df. Included on both S-1-& A-1. 5� The re-vised energy calcs are inclosed. Sheet A:1 shows a new location, (outside porch), ` enclosure for gas water heater tank typ. The tankless has been,changed. 6)ibid. #5. , 7) n/a 8) Owner has paid school fees, and will submit it at completion of plan check. Please call me for any clarifications that you be need. Thank you. Sincerely r Scott Jackson -X4 I • (.// EVERGREEN DEVELOPMENT 389 A CONNORS CT CHICO, CA 95926 '530-894-5590• Fax: 893-3415 To: Martha Whitney Jan"I7, 2000 re: plan check for: John Dale Nettles, ap# 063-240-045 Permit #99-1764 " RE -SUBMITTAL Response to : Plan check letter. dated Sept. 13; 1999 Martha, please find enclosed the following: 1) Please find A E C Group's letterand stuc'l calcs. 2) Enclosed please find a letter from Mr. Nettles stating that the travel trailer will be unhooked for the septic. It will be sold. It is not a Mobil home, but a travel trailer. _ Engrg Plan check comments: 1) AEC ' 2) AEC ?) AEC 4) Roof sht'g; Please see roof,note on addendum%sheet # S3 5) AEC , `• 6) Kitchen hdr has been spec'd as (2) 2 x• 10 df., with 2- CS -22 straps. It is shown on addendum Sheet Al. & Package, Header 2.. 7) AEC _ 8) ' AEC, Added to sheet S2. Please call me for any clarifications that you be need. Thank you. Since ly Scott Jackso • 7 • Y /.n LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES September 13, 1999 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 John Nettles P.O. Box 701 Forest Ranch, Ca. 95942 Parcel Number 063-240-045 Building Permit Number: 99-1764 The above referenced building plans were reviewed•by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet"' stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed is your plan check letter from the structural review. Please have your architect address the encloed items. 2.. Your recent resubmittal did not include the letter from the owner regarding the travel trailer nor were there any revised energy calcs enclosed with resubmittal. Please provide these two items upon submittal of structural review items. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. 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. Sincerely, Martha Whitney Plans Examiner APN: 063-240-045-- Plancheck Comments Nettles Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification; or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of the plans depicting the designed elements and cover sheets of the calculations. 'Provide additional information and/or make revisions on plans, specifications and calculations as follows: L. Engineer to provide evidence of review for truss designs. A submittal in the form of a letter can be made to the Butte County Building Department stating that the truss design is in' accordance with the. structural calculation package. (e.g., with regard to geometry, loading conditions, etc.). 2. Justify the use of Seismic Source Type and Soil Profile used in the seismic design. Without sufficient detail of the soil profile, Type Sp shall be used. (Section 1630.2.3.2). 3. Provide documentation showing the location of beams and footings found in the calculation package. . 4. Specify roof sheathing and nailing requirements on plan. 5. Reference: calculation package, on page that is labeled "Collector/Tie and Diaphragm Loads, Line 1-87. Line 5 at the "1Rf / 2F1" diaphragm stresses are shown as 200 plf. Clarify, the meaning of the note "A block?". If blocked diaphragms are required, please indicate on plan. 6. Provide ' header at kitchen window. Design header to carry the overturning from the wall above. 7. Sequentially number all pages of the calculation package and indicate total number of pages. 8. Is the 2"d floor designed to act as a diaphragm? If so, please develop chords considering the openings shown on plan. J LAND O�F NATURAL WEALTH AND. BEAUTY :; :August 25,• 1999 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 John Nettles TELEPHONE: (530) 538-7541 P.O. Box 701 FAX: (530) 538-2140 Forest Ranch, Ca. 95942 Parcel Number 063-240-045 Building Permit Number: 99-1764' The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information: Your complete and clear•responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration "date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: You have a required 30 foot setback`from property line per Fire Department requirements. Submit three copies of revised plot plan showing new location. Is there currently a mobil home -or travel trailer on this property? If there is you will need to submit a letter to the building department that the trailer will be removed from the property at building final. If you intend to keep mobil or trailer you will need to apply for a use permit for a second dwelling unit before this permit is issued. 00 Please provide stud size on the plans. IF 4. Xize of posts to support second floor differ between floor plan and floor framing plan: Please move any discrepencies. Please model correct orientation and correct window and'd ' oor sizes in the energy calculations. Standard gas water heater is modeled in calcs and tankless shown on plans. Revise. Remove water heater from under stairs. Relocate to an approved location. /I. Plans have been sent out for structural review. I will contact you regarding any questions arising from this review. f 8. Enclosed is your school fee form. -Pay any required_ fees at school district office and return yellow copy to the building department. Plan check will continue upon receipt of all of the above items. Additional items may be required . when your plan check is resumed. If you wish to discuss any requirements, you may contact meat (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely,: N. Martha Whitney Plans Examiner 2 i RESIDE -41 'IAL PLAN CHECKINty GUIDE j SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY - OWNER: kkr\ Iue �iJ BUILDINGP ER: PLAN CHECKER: v�%� A-P.NUMBER: GENERAL: 1. Zoning requirements: (side yards and number of permitted living units). Valuation. , 13: Plans signed by designer. .e Proper description of work on application. X Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. 7 1�0JiOther buildings or structures. Grading, fills and/or drainage. ,,5! Flood hazard. Special conditions on creation map (Noise, SA.A., Fire Sp iiikler§, Water Tender, Trees, etc.). ' F.A.U. & F.A.S. road setback. ,,FC• Building or utilities across lot lines (Record form). FLOOR PLAN: X Complete to scale plan with dimensions. .2�" Required windows for light and ventilation (Section 1203). ;3! Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). 4" Glazing in Hazardous Locations (Section 2406). f6! Required room sizes, ceiling heights (Section 310.6). 117'' G.F.C.I..in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment 9. Location of water heaters, heating and cooling equipment, other electrical or gas equipment Garage firewall, door size and closer (Section 302.4). Ll Minimum of one 3'0" exterior door (Section 1004.6). .l Fireplace and wood stove location, alcoves and clearance. -13' Smoke detectors (Section 310.9.1). IA-,*) Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shaped B-;1 ings{Section 2326.5.4). 2. Standard bracing or engineered esign Section 2326.11.3). Clerestory requiring balloon ammg and/or engineering. �5 Three story building requiring engineered calculations and plans. Z e 0� 0. Foundation plan complete enough to construct building. � PO�m Dor` Floor construction details complete enough to construct building. )� Elevations and wall construction details complete enough to construct building'. Roof construction details complete enough to construct building. VX'4 119e1OX) e n 761 r pI I&7 Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. d Stud heights. ,,3' Adobe soils - special foundation design. Retaining walls requiring design. 15. Special Inspection requirements. 16. Header size. June 1997 3.2 NUSCELL�ANEOUS ITEMS TOL 7UT FOR: ,V"'_ Stairway details: landings, and run, head clearance, handrails (Section 1•,. ,2`_ Guardrail details (Section 509). iY. Brick or stone veneer (Section 1403). A, Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). - y Foam insulation - protection. le 36" halls and stairways. -. ,9!' Living area over garage - complete I -hour separation required on garage side including supporting walls and posts. S.0! Two exits on three - story dwellings (Section 1003).. ': :, ` ..... .._ UN1der�l00� ?.. 1. Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). ` Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. 1 5. Energy design. Flashing at all exterior openings. 7 C.D.F. responsible area requirements. Z8. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: Hazard/Elevation Certificate �ood RA Requirements Special Inspection Requirements Automatic Fire Sprinklers I 0 June 1997 3.2 el v M r r STRU CTU SAL CALCULATIONS FOR . . c � •�H O I`'I E � � - .. ' 4 -1. FOR .... JOHN N ETTL.ES -. JOB SITE `. 'DOE MILL RIDGE FOREST RANCH, GA N�� � � •. A• E � C .. NO. C 19&89 REN. 7-31 01 �� fa,�•� op, G X2.0 U p ,Z 1 . ARCHITECTURE + ENGINEERING "+ CONSULTING Larry J. Warner A.I.A., :ARCHITECT.: j 4 389 CONNORS CT. • SUITED - CHICO, CALIFORNTA,95926 V '530-892-8008 PROJECT: NETTLES CUSTOM HOME PROJ. No. -ED-NETTLES LOCATION: FOREST RANCH, CA DATE: 7/26/9.9 RM41 BY: LJW PAGE 1 OF �3 ` CODES: Uniform building code; 1997 Edition AISC, Manual of steel construction, 9th'Edition • ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIAL;: Concrete:. f = 2,500 psi mina•@ 28 days Masonry: f c = 1500 psi Mortor: f c = 1800 psi; Type "S" Grout: f =2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615 Grade 50'for 95 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B 'Steel Tubing: ASTM A500 Grade A or B ' Machine Bolts: ASTM A307 -Grade A i Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or equal ' Wood:' ' Light Framing: Const.`Grade Douglas Fir .. -Struct. Lt Framing; Joists & Planks: Doug, Fir No. 2 * Beams & Stringers; Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 Glue -Lam Timber: 'ANSI / AITC A190.1-1983 �. Simple Spans: 24F -V4 Combination Cantilevers: . 24F -V8 Combination LOADS` Roof Live Load: 37 psf ;Snow" (ed. To 25.9 psf) Floor Live Load: 40 psf Seismic Zone: 3 Wirid Speed: 75 mph Exposure: B Method 2 used unless'noted otherwise. ` Allowed Soil Bearing: 1,500 psf i 4 NOTE: Any structural or noti-structural items that are not specifically addressed in the following calculations and or details are'designed by others'and are not the responsibility of AEC Group, Larry J. Warner AIA; Architect. Verification of the soil conditions at the project site to determine the expansive or bearing capacity is by others. ' AEC GROUP., Larry, J. Warner AIA, Architect, 389-D Connors Ct.; Chico, CA 95926, 530-892-8008 . PROJECT: NETTLES CUSTOM HOME PROJ. No. ED -NETTLES LOCATION: FOREST RANCH, CA DATE: 7/26/99 pt y illa4i9 BY:. LJW PAGE 2 OF ROOF DEAD LOAD CALCULATIONS CONVENTIONAL FRAMED ROOF TRUSSED ROOF SYSTEM ROOFING 2.5 PSF ROOFING 2.5 PSF 1/2" CDX PLY L'5'' 1/2" CDX PLY 1•5 2x6 @"24" O.C. 1.4 TRUSSES @ 24" O.C. 3.5 2x6 @ 24" O.C. ' 1.4 5/8" GYP BRD. 2.8 5/8" GYP BRD. . 2.8 INSUL O:S INSUL 0.5 MISC 0.5 MISC 0.5 TOTAL 10.6 PSF TOTAL 11.3 PSF USE 12.0 PSF.. USE 12.0 PSF. FLOOR SYSTEM (2x FRAMING FLOOR) (I -JOIST FRAMING FLOOR) 3/4" CDX PLY - 2.3 PSF 3/4" CDX PLY 2.3 PSF JOIST 2.2 I -JOIST 1:4 INSULATION 0.6 5/8" GYP BRD 2.8 MISC 1.0 MISC& INSUL 1.5 . FLOORING . 3.5 FLOORING 1.0 TOTAL 9.6 PSF TOTAL 9.0 PSF USE 10;0 PSF. USE 10.0 PSF. EXTERIOR FRAMED WALLS F INTERIOR FRAMED WALLS EXT. FINISH 5.0`=PSF :'GYP. BRD 2.2 PSF" SHEAR -PLY 1.5 FRAMING 2.0 FRAMING 2.0 GYP. BRD .. 2.2 GYP BRD 2.2 FINISHOES N/A INT. FINISH 0.5 _ INSUL INSUL 0.5 0.5 TOTAL 11.7 PSF TOTAL '6.4 PSF USE "11:7 PSF. USE :6.4 PSF. CONCRETE FLOOR . SLAB 15.0 PSF SHEATHING N/A FRAMING N/A INSULATION N/A TOTAL 15.0 PSF USE 15.0 PSF AEC GROUP.; Larry J. Warner AIA, Architect; 389-D Connors Ct:.; Chico, CA, 95926, 530-892-8008 .r 3 ILI • r-4TT O r isod eo 9xb . Q � � d o Yo tT J LA - Cr g . a � 3 YLO T 1 1 - �l -fig ; ,• ; � b � • -T•• SIM' •r i {., b �i b i ; ,� a ' i � 1. _ � I r•n . I l p � • ar- 190' 7WMl � i , ; � b ' 11` ' $� b 1 ' 1 1 I 1 1 1•' � , O 44 _ : 1 1 1 • 1 � 1- � 1 � ' ' 1 41 1 1 11 1 1 _1 _ . a.------ ------------ ' � N 1e IWo1D 310 .b a+a•'a b b. b 1 1 1 ._ . --------- _--•--_-- _•-•---•-----__---_---------1 1 Roof Rafter( 97 UBC (91 NDS)) StruCalc 4.06 + By: Larry J. Warner A. 1.4- AEC Group on: 07-26-1999 Project: NETTLES - Location: RFTR-1 Summary: 1.50 IN x 11.25 IN x 15.0 FT (Actual 21.213 FT) (cb 24.00 O.C. / #2 - DOUGLAS. FIR -LARCH -,Dry Use 4 Section Adequate By: 42.2% Controlling Factor: Section Modulus/ Depth Required 9.43.1n , Deflections: 4• Dead Load: DLD= 0.20 IN Live Load: . , LLD= 0.32 1N = L/734 Total Load: TLD= 0.53 IN = U451 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load: 189 PLF 378 LB _ Upper Dead Load: `- 118 PLF 236 LB Upper Total load: 307 PLF 614 LB Lower Live Load: - 217 PLF 434 LB Lower Dead Load: 136 PLF 273 LB Lower Total Load: . " 353 PLF 707 LB. Upper Equiv. Tributary Width: ' UTWeq= 9.899 FT . Lower Equiv. Tributary Width: LTWeq= 11.364 FT Rafter Data: , " Interior Span: L= 14.0 ,FT 'Cantilever Span: CS1= 1.0 FT Live Load Deflect. Criteria: U 240 . Total Load Deflect. Criteria: ' U 180 Rafter Spacing: SPC= -24.00 IN O.C. Rafter Loads: Roof Live Load: LL= 27 PSF Roof Dead Load: DL= 12 PSF Rafter Pitch: RP= 12.00. : 12— Rafter Length: ' Lu = 0.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Spans And Loads: Interior Span: ' Ladi= 19.8 FT ' Cantilever Span: CS1adi= 1.4 FT Rafter Live Load:. wL= 27 PLF Rafter Dead Load: wD= 17 PLF ' Rafter Total Load:wT= 44 PLF ' Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI • Shear Stress: Fv= 95 PSI Modulus of Elasticity:" �E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI -Adjusted Properties Fb' (Tension): Fb'= 1157 PSI Adjustment Factors: Cd=1.15 Cf=1.00 Cr=1.15 Fv': - FV= 109 PSI Adjustment Factors: Cd=1.15 , Design Requirements: `- Maximum Moment(Interior Span): Mcent= . 2146 FT -LB. At,Location(From Upper Support): -, X= 9.88 FT Moment At Cantilever: _ Meant= 44 FT -LB . Maximum Shear: Vmax= 438 LB - Shear At Peak: Vpeak= 434 LB ' Required Cantilever Depth: ; D(cant)= 1.35 IN Comparisons With Required Sections: _ Section Modulus: Sreq= 22.3 IN3 S= 31.6 IN3 Area: Areq= 6.1 IN2 - A= 16.8 IN2 Moment of Inertia: Ireq= 71.2 IN4 - _ I= ' 177.9 IN4 " Roof Rafter[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 07-26-1999 Protect: NETTLES - Location: RFTR-2 Summary: 1.50 IN x 11.25 IN x 15.0 FT (Actual 16.25 FT) (D 24.00 O.C. / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 56.2% Controlling Factor: Section Modulus'/ Depth Required 9.00 In Deflections: - Dead Load: DLD= 0.09 P IN Live Load: LLD= 0.19 IN = U958 Total Load: TLD= 0.28 IN=. U647 Rafter End Loads and Reactions: LOADS: RXNS: ` Upper Live Load: 189 PLF 378 LB Upper Dead Load: 91 PLF 181 LB Upper Total Load: 280, PLF 559 LB .Lower Live Load: 217 PLF • 434 LB ` Lower Dead Load: 104 PLF 209 LB. Lower Total Load: t ' 321 PLF 643, LB Upper Equiv. Tributary Width: - UTWeq= 7.583 FT Lower Equiv. Tributary Width: LTWeq= 8.705 • FT Rafter Data: Interior Span: L= 14.0 FT _ Cantilever Span: CS1= 1.0 FT ' Live Load Deflect- Criteria .� U. 240 ' Total Load Deflect. Criteria: U 180' Rafter Spacing: - ' SPC_ 24.00 IN O.C. Rafter Loads: , Roof Live Load: LL= 27 PSF Roof Dead Load: .. DL= 12'• PSF Rafter Pitch: RP= 5.00 :12 Rafter Unbraced Length: ' +; Lu= 0.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Spans And Loads: Interior Span: Ladi= 15.2 FT - " Cantilever Span: CS1adi= 1.1 FT Rafter Live Load: wL= -46 PLF . Rafter Dead Load: wD= '22 PLF Rafter Total Load: WT= 68 PLF - Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: - Fb= 875 PSI •; Shear Stress: Fv= 95 PSI. Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties +' Fb' (Tension): Fb'= 1157 PSI Adjustment Factors: Cd=1.15 Cf=1.00 Cr=1.15 Fv': - Fv'= 109 PSI Adiustment Factors: Cd=1.15 Design Requirements: F Maximum Moment(Interior Span): Mcent=' 1954 FT -LB At Location(From Upper Support): X= 7.571 FT ' Moment At Cantilever: Meant= 40 FT -LB . Maximum Shear. Vmax= 520 LB Shear At Peak: Vpeak= ' 516 LB Required Cantilever. Depth: D(cant)=. 1.29 IN Comparisons With Required Sections: Section Modulus: Sreq= 20.3 IN3 S= 31.6 ' IN3 , Area: Areq= 7.2- IN2 " A= 16.8 IN2 Moment of Inertia Iraq= 49.6! IN4 *' I= 177.9 IN4 Roof Rafter[ 97 UBC (91 NDS) StruCalc 4.06 BY: Larry J. Warner AJ.A., AEC Group on: 07-26-1999 . Proiect: NETTLES - Location: PORCH RFTR. TYP PORCH RFTR Summary: 1.50 IN x 5.50 IN x 7.0 FT (Actual 7.583 FT) A 24.00 O.C. / #2 - DOUGLAS FIR-LARCH _ Dry Use Section Adequate By: 86.8% Controlling Factor: Area / Depth Required 3.27 In • Notch depth exceeds recommended maximum depth of•d / 10 Deflections: Dead Load: PI D= 0.02 IN Live Load: LLD= 0.05 IN = 1/1505 Total Load: TLD= 0.07 IN = U1074 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load: 81 PLF 162 LB Upper Dead Load: 32 PLF 63 LB Upper: Total Load: 113 PLF 225 LB Lower Live Load: 110 PLF 221 LB Lower Dead Load: 44 PLF 88 LB Lower Total Load: 154 PLF 309 LB Upper Equiv. Tributary Width: UTWeq= 3.25 FT Lower Equiv. Tributary Width: LTWeq= 4.424 - FT Rafter Data: _ Interior Span:, L= 6.0 FT Cantilever Span:CS1= 1.0 FT Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 NDbase= 1.00 IN Rafter Spacing: SPC= 24.00 IN O.C. Rafter Loads: Roof Live Load: ` . LL= 27 PSF Roof Dead Load: DL= 10 PSF Rafter Pitch: RP= 5.00 :12 Rafter Unbraced Length: Lu= 0.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Spans And Loads: . Interior Span: - Ladi= 6.5 FT Cantilever Span: CS1adi= 1.1 FT Rafter Live Load: wL= 46 PLF Rafter Dead Load:- y wD= 18 PLF Rafter Total Load: - WT= 64 PLF Properties For: #2- DOUGLAS FIR-LARCH ' Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity:E= 1600000 PSI Stress Perpendicular to Grain: r Fc_perp= 625 PSI , Adjusted Properties • Fb' (Tension): Fb'= 1504 PSI Adjustment Factors: Cd=1.15 Cf--1.30 Cr=1.15 FV: FV= 109 PSI Adiustment Factors: Cd=1.15 Design Requirements: Maximum Moment(Interior Span): Mcent= 335 FT-LB At Location(From Upper Support): X= 3.224 FT Moment At Cantilever: Mcant= 38 FT-LB Maximum Shear: Vmax= 215 LB Shear At Peak: Vpeak= 208 LB' Required Cantilever Depth: D(cant)= _1.10 IN Comparisons With Required Sections: Section Modulus: ` Sreq= 2.7 IN3 S= 7.5 IN3 Area: Areq= 3.0 IN2 A= 5.5 IN2 Moment of Inertia: Ireq= 3.5 IN4 1= 20.7 IN4 r r , Roof Beam[ 97.UBC (91 NDS) ) StruCalc 4.06 By: LarryJ. Warner A.I'A., AEC Group on: 07-26-1999 Project: NETTLES - Location: RFTR-3 @ DORMER' Summary: ( 3 ) 1.50 IN x 11.25 IN x 14.0 FT (Actual 18.439 FT) /,#2 - DOUGLAS FIR -LARCH - Dry Use . Section Adequate By: 12.8% Controlling Factor: Section Modulus / Depth Required 10.59 In Deflections: Dead Load: DLD= ' 0.31 IN Live Load: LLD= 0.27 IN = U626 Total Load: TLD= 0.58 IN = U289 ' Reactions (Each End): Live Load: RL= 813 LB Dead Load: RD= 947 LB Total Load: RT= 1760 LB Bearing Length Regd.: BL= 0.63 IN Beam Data: Span: L= 14.0 FT Maximum Unbraced Span: Lu= 0.0 FT Beam End Elevation Diff.: EL= 12.0 ;' .FT Pitch Of Roof: RP= 12.00 -.12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U Beam Loading: Live Load: LL= 27 PSF- Side.One: Roof Dead Load: DL1= 12 PSF Roof Rafter Tributary Width: TW1= , 3.3 FT Side Two: Roof Dead Load: DL2= 12 PSF Roof Rafter Tributary Width: TW2= 1:0 FT Roof Duration Factor: Cd= 9.15 Wall Load: WALL= 50 PLF Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 18.439 FT Beam Live Load W/ Slope Red'n: , wL= 88 PLF Beam Self Weight: BSW= 9 PLF Beam Total Dead Load: WD= 103 PLF . Total Maximum Load: WT= 191 PLF Controlling Total Design Load: wTcont= 191 PLF Properties For: #2- DOUGLAS. FIR -LARCH . Bending Stress: Fb= 875 PSI Shear Stress: Fv=, 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: - Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1157 PSI - Adjustment Factors: Cd=1.15 Cf=1 00 Cr=1.15 Fv: Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 8112 FT -LB Shear ((cD d from beam end): V= 1581 LB Comparisons With Required Sections: " Section Modulus: Sreq= 84.2 1N3 + y S= 94.9 IN3 Area: ,.. - Areq= 21.8: IN2 A=50.6 ` Moment of Inertia: 'Iraq= 252.4 .IN2 'IN4 ' 1= 533.9 IN4 i Roof Beam[ 97 UBC (91 NDS) )+StruCalc 4.06 Bv: Larry' J. Warner A.I.A., AEC Group on: 07-26-1999 Proiect: NETTLES - Location: RFTR4 c@ SHED, Summary:. (2 ) 1.50 IN x 11.25 INx 14.0 FT (Actual 15.232 FT)'/#2 -'DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 36.2% Controlling Factor: Section'Modulus / Depth, Required 9.64 In Deflections: Dead Load: ' , DLD= 0.18 IN Live Load: r LLD= 0.11 IN = U1592 ` Total Load: TLD= 0.29 IN = U588 Reactions (Each End): Live Load: ry RL= 378 LB Dead Load: RD= 645 LB Total Load: RT= 1023 LB Bearing Length Regd.:, BL= 0.55 IN Beam Data Span: : L= 14.0 FT Maximum Unbraced Span: Lu= _ 0.0 FT Beam End Elevation Diff.:' • EL= 6.0 FT Pitch Of Roof: RP= 12.00. : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: U 180 Beam Loadinq: Live Load: 3" LL= 27 PSF • ' Side One: Roof Dead Load: , DLI= 12 PSF _ Roof Rafter Tributary Width: TW1= 1.0 FT ' -Side Two: Roof Dead Load: DL2= 12 PSF + Roof Rafter Tributary Width: ', TW2= 1.0 FT Roof Duration Factor: Cd= 1.15 Wall Load: WALL= 50 PLF Slope Adjusted Lenqths and Loads: ` Adiusted Beam Length: • % Ladi= 15.232 FT Beam Live Load W/ Slope Red'n: wL= . 50 PLF ' . Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: wD=. 85 PLF Total'Maximum Load: WT= 134 PLF Controllinq Total Desiqn Load: wTcont= 134 PLF, Properties For: #2- DOUGLAS FIR -LARCH Bendinq Stress: Fb= 875 PSI` Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: • Fc_perp= 625 PSI Adjusted Properties: • • Fb' (Tension): ' Fb'=. 1006 PSI Adjustment Factors: Cd=1.15 Cf=1.00 Fv': ' Fv'= , 109 PSI Adiustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 3896 FT -LB Shear (0,, d from beam end): V= 897 LB Comparisons With Required Sections: Section Modulus: Sreq= 46.5 IN3 • S= 63.2 IN3 Area: ; Areq= .12.4 IN2 A= 33.7 IN2 Moment of Inertia:- Ireq= 100.2 • IN4 t 1= 355.9 IN4 Roof:Beamf 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry.J: Warner A.I.A.,•AEC Group on: 07-26-1999. Prosect: NETTLES - Location: RIDGE -1 21.5' RIDGE BM - Summary:F 5.25 IN x 14.00 IN x 21.5 FT / 2.0E WS.Parallam -. TRUS JOIST -MACMILLAN Section Adequate By: 23.9% Controlling Factor: Moment of Inertia / Depth Required 13.04 In Deflections: Dead Load: `. DLD= 0.40 IN Live Load: LLD= , . 0.76 IN = U341 Total Load: _ TLD= 1.16. IN = U223 Reactions (Each End): Live Load: RL= 4064 LB Dead Load RD= '2149 ' ' LB Total Load: RT= 6212 LB Bearing Length Reqd.: BL= 1.82 IN Beam Data: , Span: L= 21.5 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: • RP= 5.00 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria:, U 180 Beam Loading: Live Load: LL= 27 PSF ' Side One: Roof Dead Load: DL1= 12 .� PSF Roof Rafter Tributary Width: TW 1= - 7.0 FT . Side Two: Roof Dead Load: DL2= 12 PSF - Roof Rafter Tributary Width: TW2= •7.0 FT Roof Duration Factor: Cd=. 1.15 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 21.5- FT Beam Live Load W/ Slope Red'n: wL= 378 PLF Beam Self Weight: BSW= 18 PLF Beam Total Dead Load: wD= 200 PLF Total Maximum Load:. WT= 578 PLF Controlling Total Design Load: wTcont= 578 PLF Properties For:, 2.0E WS Parallam- TRUS JOIST -MACMILLAN Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: 'E= 2000000 PSI Stress Perpendicular. to Grain: Fc perp= 650 PSI Adjusted Properties: , ' Fb' (Tension): Fb'=, . 3278 PSI , Adjustment Factors: Cd=1.15 Cf=0.98 ' FV: Fv'= 334 PSI . Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: ' f M= 33390 FT -LB ,Shear ((5 d from beam end): ' V=, 5538 LB �' Comparisons With• Required Sections: , Section Modulus: Sreq= 122.3 IN3 S= 171.5 IN3 Area: • Areq= 25.0 IN2 ' A= 73.5 IN2 Moment of Inertia. Ireq= 969.2 IN4 I=, 1200.5 IN4 _. Roof Beamf 97 UBC (91 NDS) ) StruCalc 4.06 • By: Larry J. Warner A.I.A.,'AEC Group on: 07-26-1999 Project: NETTLES - Location: RIDGE -2.12..5' RIDGE BM , 'Summary: * 5.25 IN x 14.00 IN x 12.5 FT / 2.0E WS Parallam -'TRUS JOIST -MACMILLAN - Section Adequate By: 315.11% Controlling Factor: Section Modulus / Depth Required 7.58 In , Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 0.09 IN = U1734 Total Load: - TLD= 0.13 IN = 01135 Reactions (Each End): ` Live Load: RL= 2363 LB Dead Load: RD= 1249 LB ; Total Load: RT_ 3612 LB Bearing Length Regd.: BL= 1.05 IN Beam Data: t Span: , L= 12.5 FT Maximum Unbraced Span: " Lu= 0.0 FT Pitch Of Roof: RP= . 5.00 :12 Live Load Deflect. Criteria: - - U 240 , Total Load Deflect. Criteria: s U 180 Beam Loadinp: - Live Load: LL= 27 PSF Side One: Roof Dead Load: DL1= 12 'PSF Roof Rafter Tributary Width: TW1= 7.0 FT Side Two: Roof Dead Load: DL2= 12 PSF Roof Rafter Tributary Width: TW2= 7.0 FT ` Roof Duration Factor: Cd= 1.15 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 12.5 FT Beam Live Load W/ Slope Red'n: wL= 378 PLF Beam Self Weight: BSW= 18 PLF Beam Total Dead Load: wD= 200 PLF - • Total Maximum Load: wT= 578 PLF Controllinq Total Design Load: wTcont= 578 PLF _Properties For: 2.0E WS Parallam- TRUS JOIST -MACMILLAN Bendinq Stress: ° Fb= 2900 PSI {' Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI . Adjusted Properties: y Fb' (Tension): ' Fb'= 3278 PSI A djustment, Factors: Cd=1.15 Cf=0.98 - - Fv': Fv'= 334 PSI Adjustment Factors: Cd=1.15 Design Requirements: ' Maximum Moment: M= 11286 FT -LB Shear (A d from beam end): V= 2937 LB Comparisons With Required Sections: , - Section Modulus: Sreq= 41.4 IN3 S= 171.5 IN3 Area: i Areq= 13.3 IN2 A= 73.5 IN2 • Moment of Inertia: ' Ireq= 190.5 IN4 I= 1200.5 IN4 f f Combination Roof and Floor Beam[ 97 UBC (91 NDS) ) StruCalc 4.06 rr BY: Larry J. Warner A.I.A., AEC Group on: 07-26-.1999 Protect: NETTLES - Location: HDR -1 TYP. HDR ' - Summary: 3.50 IN x 9.25 IN x 6.0 FT ./ #2,- DOUGLAS FIR -LARCH - Dry Use Section Adequate By:, 22.0%' Controlling Factor: Area / Depth Required 8.15 In Deflections: w r- Dead Load:. DLD= 0.02 IN Live Load: , ._ f - LLD= • • 0.05 IN = U1581 - Total Load: ; TLD= 0.07 - IN = U1052 Reactions (Each End): Live Load: RL= 1731. LB Dead Load:»: . RD= 870 LB Total Load: "" : ` } RT= 2601 LB Bearing Length Regd.: ,' BL= 1.19 IN Beam Data: - M Span: - .. # L= 6.0 FT Maximum Unbraced Span: • `. Lu= 0.0 FT Live Load Deflect. Criteria: x U • 360 Total Load Deflect. Criteria: U 240 Roof Loading: Live Load: ,e r LLroof= 27 PSF . Dead Load: DLroof= 12 PSF Roof Rafter Tributary Width: TWroof= 11.0 FT Roof Duration Factor: " - Cdroof= 1.15 ' Floor Loading: " - Code Live Load:, s LLfloor= -40 PSF Floor Dead Load: t ' ' . DUloor= 10 ' PSE Floor Joist Tributary Width: TWfloor= 7.0 FT Floor Duration Factor. Cdfloor= 1.00 Wall Load: WALL= - 80 PLF ' Beam Loads: • Roof Live Load: r . _ _ wLroof= 297 F, PLF Floor Live Load: _ wLNoor= .' 280. PLF', Beam Self Weight: BSW= 8 PLF- Beam Total Dead Load: wD= .290 '' PLF • Total Maximum Load: WT= 867 PLF Controlling Total Design Load: y wTcont= 867 PLF " Properties For: #2- DOUGLAS FIR -LARCH t , Bending Stress: - Fb= 875 PSI Shear Stress: ; ; • ' Fv=, - 95 °PSI Modulus of Elasticity: E= . 1600000. PSI ;; ° Stress Perpendicular to Grain: r Fc perp= 625 PSI, Adjusted Properties: ~ Fb' (Tension): "` Fb'= 1208 'PSI Adjustment Factors: Cd=1.15 Cf=1.20 .. Fv': Fv'= 109 PSI . Adjustment Factors: Cd -1.15 r Design Requirements: Maximum Moment: r M= 3901' ' FT -LB Shear WD, d from beam end): V= 1932 LB r Comparisons With.Required Sections: , Section Modulus: ' t ' .`Sreq= _ 38.8 rIN3 S= 49.9 IN3 Area: Areq= 26.6 IN2 A= 32.3 ' IN2 " t Moment of Inertia Ireq= '52.7' '!N4 r 1= 230.8 IN4 Multi -Loaded Beam( 94 UBC (91 NDS) ) StruCalc 4.06 By- Larry J. Warner A.I.A., AEC Group on: 12-21-1999 Proiect: NETTLES - Location: HDR -2 @ KITCHEN. WINDOW FOR UPLIFT , Summary: ( 2 ) 1.50 4N x 9.25 IN x 10.5 FT / #2 - DOUGLAS'FIR-LARCH - Dry Use Section Adequate By: 39.3% Controlling Factor: Section Modulus,/,Depth Required 7.84 In Deflections: Dead Load: DLD= 0,01 IN Live Load: LLD=, 0.12 IN = U1060 . Total Load: TLD= 0.12 IN = U1010 End:Reactions(Left Side): Live Load: RC1= 452 LB Dead Load: RD1= 35 LB Total Load:'. RT1= 487 LB End Reactions(Right. Side): Live Load: RL2= 452 LB Dead Load: RD2= 35 LB Total Load: RT2= 487 LB Bearinq Length Regd.(Left) : BL1= 0.26 IN Bearing Length Regd.(Right): BL2= 0.26 IN Beam Data Span: L= 10.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: •Cd= 1.00 Live Load Deflect. Criteria: U 360 - Total Load Deflect. Criteria U 240 Uniform Load: Live Load: wL= 0 PLF Dead Load: wD= 0 PLF Beam Self Weight; BSW= 7 PLF Total Load: wT= 7 PLF Concentrated Load P1: Live Load: PL1= 903 LB Dead Load: PD1= 0 LB Total Load: ' : PT1= `903 LB Location: X1= 5.25 FT Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress:. Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain:. - Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 963 PSI Adjustment Factors: Cd=1,00 Cf=1:1.0 Fv". Fv'= 95 PSI Adjustment Factors: Cd=1:00 Design Requirements: ;Maximum Moment: M= 2463 FT -LB 5:25 FT From Left Support _ Shear (A d from beam end): V= 482 LB Comparisons With Required Sections: Section Modulus: Sreq= 30.8 IN3 S= 42.7 IN3 Area: Areq= 7.7 IN2 A= 27.7 IN2 Moment of Inertia: Ireq= 67.3 IN4 1= 197.8 IN4 Roof Beam( 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. "Warner A. LA:, AEC Group on: 07-26-1999 Project: NETTLES - Location: BM-1 TYP. PORCH BEAM . Summary: 3.50 IN x 5.50 IN x 8.0 FT ! #2 - DOUGLAS FIR-LARCH - Dry Use Section Adequate By: "54.1%o Controlling Factor: Section Modulus,/ Depth Required 4.43 In Deflections: Dead Load: DLD= 0.06 IN Live Load: L'LD= 0.13 IN = Ll749 Total Load: TLD= . 0.19 IN = U518 Reactions (Each End): Live Load: RL--: 432 LB Dead Load:_ RD= 192 CB Total Load: RT= 624 LB-, Bearing Length Regd.: BL= 0.29 IN Beam Data Span: L= 8.0 FT Maximum Unbraced Span: Lu= 0.0 FT- Pitch Of Roof: RP= 5.00 : 12 Live Load Deflect., Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loading: Live Load: LL= 27 PSF Side One: Roof Dead Load: DL1= 10 PSF Roof Rafter Tributary Width: TW1= 3.0 FT Side Two: Roof Dead Load: DL2= 10 PSF "Roof Rafter Tributary Width: TW2= 1.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 8.0 FT Beam Live Load W/ Slope Red'n: wL= 108 PLF Beam Self Weight: BSW= 5 PLF Beam Total Dead Load: wD= 48 PLF Total Maximum Load: WT= 156 " PLF - Controlling Total Design Load: wTcont= 156 PLF Properties For: #2- DOUGLAS FIR-LARCH Bending Stress: Fb= 875 PSI Shear Stress: .Fv= 95 PSI Modulus of Elasticitv E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= " 625 PSI Adjusted Properties:. ; . . Fb' (Tension):. Fb'= 1308 PSI Adjustment Factors: Cd=1.15 Cf=1.30 Fv': fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment:' M= 1248 FT-LB Shear ((cD, d from. beam end): V= 553 LB Comparisons With Required Sections: Section Modulus: Sreq= 11.5 IN3 S= A7.6 IN3 Area:Areq= 7.6 IN2 A= 19.2 IN2 Moment of Inertia: Ireq= 16.9 IN4 1= 48.5 IN4 -Floor Joistf 97 UBC (91 NDS) ) StruCalc 4.06 Bv: Larry J. Warner A.I:A., AEC Group on: 07-26-1999 Project: NETTLES - Location:, FJ -1 TYP. FLR JOIST 1ST FLR Summary: 1.50 IN x 3.50 IN x 4.75 FT (ED, 16.00.O.C. / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 104.9% Controlling ,Factor.,Section Modulus / Depth Required 2.45 In Deflections: Interior Span Live Load: LLD= 0.03 IN = U1776 " Interior Span Total Load: TLD= 0.04 IN = U1421 Bearing Length Regd.:- BL1= 0.17 IN Bearing Length Regd.: BL2= . 0.17 IN Equivalent Wall Loadings: Left End: WTL1= 119 PLF Right End: WTL2= 119 PCF Joist, Reactions: Left End Total Load Reactions: R1max- 158 LB R1min= 0 LB Right End Total Load Reactions: R2max= 158 LB R2min= 0 LB Joist Data: Span: L= 4.75 FT Maximum Unbraced Length: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 480 Total Load Deflect. Criteria L1 360 Joist Loading: Uniform Live. Load: " LL= 40 PSF ' Floor Duration Factor. Cd=. 1.00 Code Required Concentrated Live Load: LLconc= 0 LB Uniform Dead Load: , DL= 10 PSF Joist Live Load: wL= 53 PLF Joist Dead Load: WD= 13 PLF " Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1509 PSI Adjustment Factors: Cd=1.00 Cf=1.50 Cr=1.15 Fv': FV= 95 PSI Adjustment Factors: Cd=1:00 Design Requirements: Maximum Shear: V= 158 LB Note: Critical V. created by combining allr dead loads and w live loads. Maximum Moment: M= 188 FT -LB Note: Critical M created by combining all dead loads and w live loads: Decking, Information: Plywood Thickness T= 0.75 1N Plvwood is glued. . Moment Of I nerti& Calculations For Glued Floor: Joist Area: Ajoist= 5.3 IN2 Plywood Area: Aply= 2.0 IN2 Section Centroid: C= 2.34 IN ABOVE BASE Moment Of Inertia Icomb= 11.9 )N4 Comparisons With Required Sections: Section Modulus: • - Sreq= 1.5 IN3 S= 3.0 IN3 Area: Areq= 2.6 IN2 A= 5.2 IN2 Ireq= 3:3 INA Moment of Inertia (comb= 11.8 IN4 . •17 Floor Joist( 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 07-26-1999 ' Project: NETTLES -. Location: FJ -2 FLR JOIST @ 2ND FLLR Summary: 1.50 IN x 9.25 IN x 14.0 FT (ED, 16.00 O.C. / #2 - DOUGLAS FIR -LARCH- Dry Use Section Adequate By: 20.8% Controlling Factor: Section.Modulus / Depth Required 8.42 In Deflections: Interior Span, Live Load:- LLD= 0.20 IN = U832 Interior Span Total Load: TLD= 0.25 IN = L/665 Bearing Lenqth Regd.: BL1= 0,50 IN Bearing Length Regd.: BL2= 0.50 IN Equivalent Wall Loadings: Left End: • WTL1= 350 PLF • . Right End: WTL2= 350 PLF Joist Reactions: Left End Total Load Reactions: - R1max= 467 LB R1min= .0 LB Right End Total Load Reactions: R2ma)(= 467 LB R2min= 0 LB Joist Data: Span: L= 14.0 FT Maximum Unbraced Length: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 480 Total Load Deflect: Criteria U 360 Joist.Loadinq: Uniform Live, Load LL= 40 PSF Floor Duration Factor. Cd= 1.00 , Code Required Concentrated Live Load: LLconc= 0 LB Uniform Dead Load: DL= 10 PSF Joist Live Load: wL= 53 PLF Joist Dead Load: wD= 13 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E_ 1600000 PSI Stress Perpendicular to Grain: _ Fc perp= 625 PSI " Adjusted Properties _ Fb' (Tension): Fb'= 1107 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Cr=1.15 FY:Fv= o. 95 PSI Adjustment Factors: Cd=1.00 Design Requirements: ; Maximum Shear: V= 467 LB Note: Critical V created .by combining all dead loads and w live loads. Maximum Moment: M= 1633 FT -LB Note: Critical M created by combining all.dead loads and w live loads. .Decking Information: Plywood Thickness T= 0.75 IN Plywood is glued Moment Of Inertia Calculations For Glued Floor. Joist Area: Aioist= 13.9 ` IN2 Plywood Area: Aply= 2.0 IN2 Section Centroid: C= 5.25 IN ABOVE BASE Moment Of Inertia, (comb= 142.7 IN4 Comparisons With Required Sections: Section Modulus: Sreq= 17.'8- IN3 - S= 21.3 IN3 Area: Areq= 7.4 IN2 A= 13:8 1N2 Ireq= 82.4 IN4 Moment of Inertia: lcomb= 142.6: IN4 , ` Floor Joist[ 97 UBC (91 NDS) ) StruCalc 4.06 • By: Larry J. Warner A.I.A., AEC Group on: 07-26-1999 Proiect: ,NETTLES - Location: DJ-1 TYP.DECK JOIST Summary: 1.50 IN x 5.50 IN x 6.0 FT (d> 24.00 O.C. / #2 - DOUGLAS FIR-LARCH- Dry Use Section Adequate By: 74.2% Controlling Factor: Area / Depth Required 4.06 In '• Deflections: Interior Span Live Load:-.. LLD= 0.03 IN = U2088 Interior Span Total Load: TLD= 0.04 IN = U1670 .. Bearing Length.Regd.: BL1= 0.32 IN Bearing Length Reqd.: BL2= 0.32 IN Equivalent Wall Loadings: ' Left End: WTL1= 150. PLF Right End: ' WTL2= 150. PLF Joist Reactions: Left End Total Load Reactions: R1max= 300 LB Right End Total Load Reactions: R1min= R2max' 0. 300 LB f LB - R2min= 0 LB Joist Data Span: L= 6.0 FT Maximum Unbraced Length: Lu= 0.0"• FT Live Load Deflect:. Criteria: U 480 Total Load Deflect. Criteria: U i- 360 a Joist Loading: Uniform Live Load: LL= 40 PSF Floor Duration Factor: Cd= 1.00 Code Required Concentrated Live Load.- LLconc= 0 LB Uniform Dead Load: DL= 10 PSF Joist Live Load: ..wL= 80 , PLF „ ••Joist Dead Load::: - WD= ` 20 PLF Properties For: #2- DOUGLAS FIR-LARCH Bending Stress: Fb= • 875 PSI ' Shear Stress: Fv= 95 PSI 'Modulus of Elasticity: E= 1600000 -, PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI' Adjusted Properties • Fb' (Tension): Fb'= 1308 PSI. Adjustment Factors: Cd=1.00 Cf=1.30 Cr=1.15 Fv': Fv'= 95 PSI Adiustment Factors: Cd=1.00 Design Requirements:' Maximum Shear: V= 300 LB Note: Critical V created by combining all dead loads and w live loads. Maximum Moment: M= .450 FT-LB w. Note: Critical M created by combining all dead loads and w live loads. ` Decking Information: Plywood Thickness T= 0.75 IN Plywood is glued , Moment Of Inertia Calculations For Glued Floor: JoistArea: Aioist= 8.3 IN2 Plywood Area: ` • Aply= 3.0 IN2 Section Centroid: C= 3.58 IN"ABOVE BASE Moment Of Inertia: (comb= 42.3 IN4 Comparisons With Required Sections: Section Modulus: Sreq= 4.2 IN3 S= 7.5- IN3 Area:, - f Areq= 4.8 IN2 •A= 8.2 IN2• )•req= ' 9.8 !N4 ' 4 Moment of Inertia: lcomb=- 42.21 IN4 { f Uniformly Loaded Floor Beam[ 97. UBC (91 NDS) I StruCalc 4.06 By: *Larry J. Warner A I.A., AEC Group on: 07-26-1999 Project: NETTLES- Location: FG -1 TYP FLR GIRDER IST FLR Summary: 3.50 IN x 5.50 IN x 5.0 FT /#2'7. DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 110.5% ,Controlling Factor: Section. Modulus / Depth Required 3.79 In Deflections: : Dead Load:. DLD= 0.01 IN Live_ Load: ` LLD= 0.03 IN = U1725 Total Load: TLD= 0.05 IN = U1303 Reactions (Each End): Live Load: RC= 480 LB Dead Load: RD= 156. LB Total Load:, RT= 636. LB - Bearing Length Regd.: BL= 0.29 IN' Beam Data: Span:. L= 5.0 FT . Maximum Unbraced Span:: Lu" 0.0 FT Live Load Deflect. Criteria: U 360. Total Load Deflect. Criteria LL 240 Floor Loading: Floor Dead Load:. DL= 12 PSF Side One: Floor Live Load: - LL1= 40 PSF Tributary Load Span(Side One): TW1= 2.4 FT Side Two: Floor Live Load: LL2= 40 PSE Tributary Load Span(Side Two): TW2= 2.4 FT Live Load Duration Factor: ' Cd= . 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= • ' 40 PSF Beam .Loading; Beam Total Live Load: wL= 192 PLF Beam Self Weight: BSW= 5 PLF Beam Total Dead Load:. wD= 62 PLF Total Maximum Load: WT= 254 PLF Controlling Total Design Load: " wTcont= 254 PLF Properties.For: #2- DOUGLAS FIR -LARCH Bending Stress:Fb=, 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity:' E= 1600000' PSF Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb'. (Tension):. Fb 1138 PSI Adjustment Factors: Cd=1.00 Cf=1.30 FV: Fv'= 95 PSI Adjustment Factors: Cd=1 :00 Design Requirements: - Maximum Moment: M= 795 FT -LB Shear (A d from beam'end): ` V= 519 LB Comparisons With Required Sections: Section Modulus: Sreq= 8.4' IN3 S= 17.6 IN3 Area: Areq= 8.2 IN2 A= 19.2. IN2 Moment of Inertia: Ireq= 10.2 IN4 1=1 48.5 IN4 ". Uniformly Loaded Floor Bearilf 97 UBC (91 NDS) 1 StruCalc 4.06 " By: Larry J.,Warner A.I.A., AEC Group. on: 07-26-1999 Project: NETTLES - Location: FBA FLR BM @ KITCH/LR Summary: 5.125 IN x 12.00 IN x 18.5 FT / 24F-V4 - VISUALLY GRADED WESTERN'SPS - Dry Use Section Adequate By: 1.1.0% Controlling Factor: Moment of Inertia / Depth Required 11.59 In. .. Deflections: - _ Dead Load: DLD= 0.19 IN - Live Load:. t' LLD= 0.56 IN = U400 Total Load: .. ' TLD= 0.74 IN = U298 Reactions (Each End): Live-Load: • RL=- 2590 .' LB Dead Load: s. '� RD= 878 LB Total Load: RT= 3468 LB ' Bearing Length Regd.: BL= 1.04 IN Camber Regd.: C= 0.28 IN ' 'Beam Data: ' Span: _ L= 18.5 FT Maximum Unbraced Span: Lu= 0.0 FT, - Live Load Deflect. Criteria: U `360 Total Load Deflect. Criteria: - U 240 Camber Adjustment Factor: CAF= 1.5 X DLD ' Floor Loading; x t Floor Dead Load:: DL= 10 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= , 7.0 . FT Side Two: Floor Live Load: , LL2= 0 PSF ' Tributary Load Span(Side Two): TW2= 0.0 FT Live Load Duration Factor. ' ' r Cd= -1.00 Wall Load: WALL= 10 PLF - Average Uniform Live Load: LLave= 40 PSF ' Beam Loading: Y r Beam Total Live Load: wL= 280 PLF Beam Self Weight: BSW= -15 PLF . Beam Total Dead Load: - wD= 95 PLF Total Maximum Load:' WT=" 375 PLF Controllinq Total Desiqn Load: wTcont= 375 PLF Properties; For: 24F-V4- VISUALLY GRADED WESTERN SPS, _ f •'Hendinn Stress: Fb=• 2400 ' PSI Shear Stress: - r .. Fv= 190 PSI Modulus of Elasticity:, Ex=. 1800000 PSI, , Stress Perpendicular to Grain: - Ey= Fc_perp= 1600000 - -650 PSI PSI Adjusted Properties: Fb' (Tension): Fb'= 2400 PSI - Adjustment Factors: Cd=1.00 FV: Fv= 190 PSI Adjustment Factors: Cd=1.00 Design Requirements: ` Maximum Moment:: - M= 16041 FT-LB' Shear (0,, d from beam end): ,. V= 3093 LB Comparisons With Required Sections: - Section Modulus:, Sreq= 80.3' IN3 ' S= 123.0 IN3 Area: ;. „. Areq= 24.5 IN2 , F A= 61.5 IN2 Moment of Inertia: ' ' Ireq= 664.9 IN4 h 1= 738.0 IN4 Uniformly Loaded Floor Beamf 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 07-26-1999 Proiect: NETTLES% Location: FB -2 FLR BM @ BEDROOM Summary: 3.50 IN x 7.25 IN x 6.5 FT /42 - DOUGLAS FIR -LARCH - Dry Use` Section Adequate By: 10.9°x6 Controlling Factor: Section, Modulus / Depth Required 6.88 In ' Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.08 IN = U987 Total Load: TLD= 0.11 IN = U696 Reactions (Each End): - Live Load: RL= 1138 LB Dead Load: RD= 475 LB Total Load: f RT= 1613 LB Bearing Length Regd.: BL=. 0.74 IN Beam Data: Span: , . L= 6.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 .' Total Load Deflect. Criteria: U 240 Floor Loading: Floor Dead Load: DL= 10 `. PSF Side One: Floor Live Load: LL1= - 40 PSF Tributary Load Span(Side One): ' TW1= 7.0 FT Side Two: Floor Live Load. - LL2= 10 PSF Tributary Load Span(Side Two):. TW2= 7.0 FT Live Load Duration Factor: Cd= - 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 25 PSF Beam Loading: Beam Total Live Load: wL= 350 PLF Beam Self Weight: BSW= 6 PLF Beam Total Dead Load: wD=' 146 PLF Total Maximum Load: WT= 496 PLF Controlling Total Design Load: wTcont= ` 496 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 , PSI Shear Stress:Fv=, 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI ' -Adjusted Properties: Fb' (Tension): + Fb'= 1138 PSI Adjustment Factors: Cd=1.00 Cf=1.30 FV: Fv'= .95 PSI - Adiustment Factors: Cd=1.00 r Design Requirements: .—Maximum Moment: M= 2620 FT -LB Shear 05 d from beam end): " V= -1313, LB Comparisons With Required Sections: Section Modulus: Sreq= 27:7 IN3 r, S= 30.6 IN3 Area: Areq= . 20.8 IN2 A= 25.3 IN2 Moment of Inertia: Ireq= 40.6 IN4 1= 111.1 IN4 'Column[ 97 UBC (91 NDS)') StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 07-26-1999 ' Proiect: NETTLES - Location: C-1 COL c@ RB -1 RB -2 Summary: . 5.50 x 5.50.x 12.0 FT,/ #1 - DOUGLAS FIR -LARCH - Dry, Use Section Adequate By: 38.9% Base Reactions:... Live: RL= 6927: LB - Dead: RD= 3499 LB Total RT=. 10426 LB - - Axial Loads: Live Loads: : ` PL= 6927 LB Dead Loads: PD= 3398 LB Total Loads: PT= 10325 LB Column Data: Length:, L= 12.0 wFT Column End Conditioq:- Ke= .1.0 Maximum Unbraced Length (X Axis): Lx= 12.0 " FT Maximum Unbraced Length (Y Axis): Lv= 12.0 FT Eccentricity (X Axis): ex= 0.00 IN Eccentricity (Y Axis): ey= . 0'.00 IN Column Design Stresses: ' -Compressive, Stress: Fc = 1000 PSI Modulus of Elasticity.: E= 1600000. PSI Bending Stress; (X Axis): _ , Fbx= 1200 PSI Bending Stress (Y Axis): Fby=. 1200 PSI Adjusted Properties: , Fbx': Fbx'= 1200 PSI Adjustment Factors: Cd=1.00 Cf=1.00 Fby': Fby'= 1200 PSI Adiustment Factors: Cd=1.00 Cf=1.00 Fc'(parallel): Fc'_parl= PSI Adiustment Factors: Cd=1.00 Cp=0.56 Controlling Direction: (Y Axis) Compressive Stress: fc= 341 PSI Allowable Compressive Stress: Fc'= 559 PSI Column Properties: Column Section (X Axis): dx= 5.50 IN Column Section (Y Axis): dy= 5.50 IN Area: A= 30.25 IN2 Section Modulus (X Axis): SX- 27.7,- IN3 Section Modulus (Y Axis): SV= 27.7 IN3 Length Depth Ratio,:. Lex/dx= 26:2 Ley/dy= 26.2 Column Bendinq Calculations: Combined Stress Factor: CSF= 0:61 a Column[ 97UBC(91"NDS) ) StruCalc 4.06 By: Larry J. Warner, A. I.A., AEC Group on: 07-26-1999 Proiect: NETTLES'- Location: C-2 COL @ RB-1 RB-2 &FB-2 Summary: 5.50 x5.50 x 8.0 FT / #1 - DOUGLAS FIR-LARCH - Dry Use Section Adequate By: 51.6% Base Reactions: Live: RL= 8165 LB 'Dead: RD= 3935 LB, Total: RT= 12100- LB AxialLoads: . Live Loads: PL= 8165 LB Dead Loads:PD= ` 3868 113 Total Loads: !PT=� _ 12033 LB Column Data: Length:. L= 8.0 FT Column End Condition: Ke= 1.0 Maximum. Unbraced Length (X Axis): Lx= 8.0 FT Maximum Unbraced Length (Y Axis)`. Lv= 8.0 FT Eccentricity (X Axis): ex= 0.00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Design Stresses: - Compressive Stress: Fc= 1000 PSI Modulus of Elasticity: E= 1600000 PSI Bending Stress (X Axis): Fbx= 1200 PSI . Bending Stress (Y Axis): Fby= 1200 PSI Adjusted Properties: Fbx: Fbx'= 1200 PSI Adjustment Factors: Cd=1.00 Cf=1.00 Fby':fby'= 1200 PSI Adiustment Factors: Cd=1.00 Cf=1.00 ',Fc'(parallel): Fc'_parl= - 821 PSI Adjustment Factors: ,Cd=1.00 Cp=0:82 Controlling Direction: (Y Axis)' ` Compressive Stress:.' fc=, 398 `PSI- Allowable Compressive Stress: Fc'= 821 PSI Column Properties: Column Section (X Axis): dx= 5.50 IN Column Section'(Y Axis):dv= 5.50 IN :Area: A= 30.25 ' IN2 Section Modulus (X Axis): Sx= 27.7 IN3 Section Modulus (Y Axis): Sv= 27.7 ;IN3 'Length Depth Ratio: Lex/dx= 17.5 Ley/dy= 17.5 ColumnBending Calculations; Combined Stress Factor CSF= 0.48 Column[ 97 UBC (91 NDS) j StruCalc 4.06 ' By: Larry J. Warner A. IA, AEC Group on: 07-26-1999 Proiect:NETTLES -Location: C-3 COL @ FB-2 &FB-2 Summary: 3.50 x 3.50 x 8.0 FT / #2 - DOUGLAS FIR-LARCH Dry Use Section Adequate By: 53.6% Base Reactions: Live: - R.L= .. .2278 LB' Dead: RD=: 977 LB - Total: RT= 3255 LB -Axial Loads:' Live Loads: PL= 2278 LB .. Dead Loads: 'PD= - 950 LB .Total Loads: PT=. 3228 LB. Column Data: Length: L= 8.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Length (X Axis): Lx= 8.0 FT Maximum Unbraced Length (Y Axis): Ly= 8.0 ;. FT Eccentricity (X Axis): ex= 0.00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Design Stresses; -Compressive Stress:_ Fc= 1300 PSI Modulus of Elasticity: E= '1600000 PSI Bending Stress (X Axis): Fbx= 875 PSI, Bending Stress (Y Axis): Fby= 875 PSI Adjusted Properties: Fbx': Fbx'= 1313 PSI Adjustment Factors: Cd=1.00 Cf=1.50, Fby': Fby'= 1313 PSI Adiustment Factors: Cd=1.00 Cf=1.50 Fc'(parallel): Fc'_ parl= 568 PS Adiustment Factors: Cd=1.00 Cf_1:15 CP=0.38 Controlling Direction: (Y Axis) Compressive Stress: fc= 264 PSI Allowable Compressive Stress:" Fc'= 568 PSI _. Column. Properties: Column Section ()(Axis): dx= 3.50 IN Column Section '(Y Azis)` dy= 3.50 IN Area: A= 12.25 , IN2 SectionModulus(X Axis): Sx= 7.1 IN3 Section Modulus (Y Axis): SV= 7..1 IN3 . Length Depth Ratio: ` Lex/dx= 27.4 Ley/dy= : 27.4 Column Bending Calculations: Combined Stress Factor: • CSF= • 0.46 - - Columnf 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 07-26-1999 Project; NETTLES - Location: C-4 COL @ FBA &FB-2 Summary: 3.50 x 3.50 x 8.0 FT / #2 - DOUGLAS FIR-LARCH -. Dry Use Section Adequate'.By: 26:9°k Base Reactions: Live: RL= 3728. LB Dead: RD= 1385 LB Totals - RT= 5113 ` LB Axial Loads Live Loads: , PL= 3728 LB Dead Loads:' PD= 1358 LB Total Loads:. PT= 5086 LB Column Data: Length:' L= 8.0 FT Column End Condition: Ke= " 1:0 Maximum Unbraced Length.(X Axis): Lx= 8.0 FT Maximum Unbraced Length (Y Axis): Ly= 8.0 'FT Eccentricity (X Axis): ex= 0.00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Design Stresses: Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1600000 PSI Bending Stress (X Axis): Fbx= - 875 PSI Bendinq Stress (Y Axis): Fby= 875 PSI - Adjusted. Properties: Fbx': Fbx'= 1313 'PSI Adjustment Factors: Cd=1.00 Cf=1.50 Fby': Fby'= 1313' PSI ' Adiustment Factors: Cd=1:00 Cf=1.50 Fc'(parallel): Fc'_parl= 568 PSI Adjustment Factors: Cd=1.00 Cf=1.15 Cp=0,38 " Controlling Direction: _ (Y Axis) Compressive Stress: fc= 415 PSI Allowable Compressive Stress::" Fc'= ,. 568 PSI Column Properties: Column Section (X Axis):dx= 3.50 IN Column Section (Y Axis): dV= 3.50 IN Area: A= 12:25. IN2 Section Modulus (X Axis): Sx= 7.1 IN3 Section Modulus (Y Axis): Sy= 7.1 IN3 Length Depth Ratio: Lex/dx= 27.4 Ley/dy= 27.4 Column; Bendinq Calculations: Combined Stress Factor: CSF= 0.73 Column( 97 UBC (01 NDS) ].StruCalc 4.06 ` By: Larry J. Warner AJ.A., AEC Group on: 07-26-1999 Protect: NETTLES - Location: C-5 COL Q RB -1 $ FB -1 Summary: 5.50k 5.50 x 8.0 FT / #1 - DOUGLAS FIR -LARCH- Dry Use: Section Adequate By: 61.0% - Base Reactions: Live: RL= 6654' LB Dead:. RD= 3094 LB Total: RT= 9748 LB Axial Loads: Live Loads:.. PL= 6654 LB Dead Loads: PD= 3027 LB Total Loads: PT= 9681 LB Column Data: Length: L= 8.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Length (X Axis): Lx= 0.0 FT Maximum Unbraced Length (Y Axis): LV=' 8.0 FT Eccentricity (X Axis):- ex= 0.00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Design Stresses: . Compressive Stress: Fc= 1,000 P.SI Modulus of Elasticity: E=, 1600000. PSI Bending Stress '(X Axis): Fbx= 1200 PSI Bending Stress (Y Axis): Fby= 1200 PSI ` Adjusted Properties: Fbx': Fbx'= 1200 PSI Adjustment Factors: Cd=1.00 Cf=1.00 Fby': Fby'= 1200 PSI , Adjustment Factors: Cd=1:00 Cf=1,:00 Fc'(parallel): Fc'_parl= 821 PSI Adiustment Factors: Cd=1.00 Cp=0.82 " Controlling Direction: (Y Axis) ' Compressive Stress:fc= 320 PSI Allowable Compressive Stress: fc'= 821 PSI Column Properties: ;. Column Section (X Axis): dx= 5.50 IN Column Section (Y Axis): dV= 5.50 " IN Area: A=' . 30.25 IN2 Section Modulus (X Axis):. Sx= 27.7 IN3 Section Modulus (Y Axis): SV=' 27.7 IN3 • Length Depth. Ratio: Lextdx= 0.0 Ley/dy= 17.5 Column Bending Calculations: Combined Stress Factor: CSF= 0.39 Columnf 97 UBC (91 NDS)) StruCalc 4:06 By: Larry J. Warner A.I.A., AEC Group on: 07-26-1999 Project: NETTLES- Location: C-6 COL @ RB -2 & FB -2 Summary: 3.50 x 3.50 x 8.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 20.6% Base Reactions: Live: RL= 3801 LB ` Dead::' y RD= • 1751 LB Total: - RT= 5552 LB Axial Loads: Live Loads: PL= 3801 'LB Dead Loads: PD= 1724 LB Total Loads: PT= 5525. LB Column Data: Length: L= 8.0 FT .` Column End Condition: Ke= 1.0 Maximum Unbraced Length (X Axis): Lx= 0.0 `FT Maximum Unbraced Length (Y.Axis): Ly= 8.0 FT Eccentricity (X Axis): ;" ex= 0.00 IN Eccentricity (Y Axis): _ ey= 0.00- IN ' Column Design Stresses: ' Compressive Stress: Fc=1300 PSI Modulus of Elasticity: E=,, 1600000 PSI Bending Stress (X Axis): Fbx= 875 PSI Bending Stress (Y Axis): ': Fby= 875 PSI Adjusted Properties: Fbx': Fbx'= 1313 PSI Adjustment Factors: Cd=1.00 Cf=1.50 ` Fby,: Fby'= 1313 PSI Adjustment Factors: Cd=1.00 Cf=1.50 ' Fc'(parallel): Fc'_parl= 568 PSI ' Adjustment Factors: Cd=1.00 Cf=1.15 Cp=0.38 ` Controlling Direction: (Y Axis) Compressive Stress: fc= 451 PSI r Allowable Compressive Stress: Fc'= • 568 PSI ` Column Properties:, _ -Column Section (X Axis): dx= 3.50 'IN Column Section (Y Axis)' dy= 3.50 IN Area: A= 12.25 IN2 Section Modulus (X Axis): ? Sx= 7.1 IN3 Section Modulus (Y Axis): �' Sy= 7.1 IN3, Length Depth Ratio: Lextdx= 0.0 . Ley/dy= 27.4 Colur.nn Bending Calculations: ' Combined Stress Factor:' CSF= 0.79 Square Footing Design j 97 UBC (91 NDS)1 StruCalc~4.06 By: Larry J. Warner A.I.A., AEC Group on: 07-26-1999 'Project: NETTLES - Location: FTG -C-2 Summary: Size: 2.67 FT x2.67 FT x 12.00 IN * Footing has been designed without reinforcement. Footing Loads: Live Load: - PL= 8165 LB Dead Load: ' PD= 3935 LB f Total Load: PT= 12100 LB Ultimate factored load: Pu= 19390. LB 'Footing Properties: Allowable soil bearing pressure: «, Qs= 1500 PSF Effective soil bearing pressure:(with,increase) Qe= 1851 PSF Concrete compressive strength: F'c= 2500•, PSI Selected Size: Length: L= 2.67 FT 'Width: W= 2.67, FT Area:. A= 7.13 SF Ultimate bearing pressure: Qu= 2720 PSF Column Base Dimensions: Length: 1= 5.50 IN Width: w= 5.50 IN Footing Size Selection: Required footing area: Areq= : - 6.54 SF Minimum footing size required: Lreq= 2.56 FT Footing depth' based on shear stresses: Selectedfootingdepth: D= '112.00 IN Punching Stress Calculations: Critical perimeter. Bo= 62.00. IN Punching shear: Vu1= 14852 'LB ' Punching shear stress: vu1= 37 PSI Allowable punching shear stress: vc1= 133 PSI Beam shear stress calculations: Beam shear. Vu2= ' 1979 t L8 Beam shear stress: vu2= 10 PSI - Allowable beam shear stress: vc2= 67 PSI Bending., Requirements: Factored moment: Mu= 53283 IN -LB Nominal moment strength: Mn= 86775 IN -LB « r j ', ► Square Footing Design 197 UBC (91 NDS)1 StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 07-26-1999 Proiect: NETTLES - Location: FTG -C=3 Summary: ` Size: 1.5 FT x 1.5 FT x 12.00 IN ' Footing has been designed without reinforcement. Footing Loads: s • Live Load: PL= 2278 LB Dead Load: PD= 977 LB Total.Load: PT= 3255 LB, Ultimate factored load: Pu= 5240 LB Footing Properties:. Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure:(with increase) Qe=. 1500 PSF • Concrete compressive strength: F'c=' 2500 PSI Selected Size: • Length:' L=1.5 FT Width: W=. 1.5 FT Area: - A= 2.25 SF Ultimate bearing pressure: Qu= 2329 PSF Column Base Dimensions: Length: 4 1= 5.50 IN Width: t w= 5.50 IN Footing Size Selection: ' Required footing area: Areq= 2.17 SF Minimum footing size required: Lreq= 1.47 FT Footing depth based on shear stresses: ' Selected footing depth: D= 12.00 IN Punching Stress Calculations: . Critical perimeter:; • , Bo= 62.00 IN Punching shear: Vu1= 1355 LB Punching shear stress: - vu1= 3 PSI Allowable punching shear stress: vc..1 133 PSI Beam shear stress calculations: �. Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI,, - Allowable beam shear stress: ', , vc2= 67 PSI.., Bending Requirements: Factored moment: Mu= , 5686 IN -LB Nominal moment strength: . Mn= 48750 IN -LB ' t r A Square Footing Design 197 UBC (91 NDS) ) StruCalc 4.06 By:'Larry J. Warner A.I.A'.,.AEC Group on: 07-26-1999 Protect: NETTLES - Location: FTG -C-4 'Summary: Size: 1.83 FT x 1.83 FT x 12.00 IN Footing has been designed without reinforcement: Footing" Loads: Live Load: PL= 3728 LB Dead Load; PD= 1385 LB 4 Total Load: PT= 5113 LB `Ultimate factored load: . - Pu= 8277 LB ,Footing Properties: Allowable soil bearing pressure: Qs= 1500 PSF ' : Effective soil bearing pressure:(with increase) Qe= 1599 PSF Concrete compressive. strength: F'c= 2500 PSI ' Selected Size: Length: L= 1.83" FT Width: W= 1.83 FT Area: A= 3.35 SF Ultimate bearing pressure: Qu= 2471 PSF - 'Column Base Dimensions: Length: 1= 5.50 IN Width: w= 5.50 IN Footing Size. Selection: t Required footing area: , , ` Areq= 3.2 SF Minimum footing size required: ' req= 1.79 FT Footing depth based on shear stresses: ; Selected footing depth: D= 12.00 IN Punching Stress Calculations: . Critical perimeter: Bo= 62.00 IN Punching shear: Vu1= 4153 LB Punching shear stress: .vu1`- 10 PSI Allowable punching shear stress: Vc1= 133 PSI Beam shear stress calculations: - _ Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 67 _ PSI Bending Requirements: Factored moment:Mu= 12764' IN -LB ' Nominal moment strength: Mn= 59475 IN -LB } i i Square Footing Design ( 97 UBC (91 NDS) I StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group, on:.07-26-1999 Project: NETTLES - Location: FTG-C-5 Summary: Size: 2.4 FT:x 2.4 FT x 12.00 IN • Footing has been designed without reinforcement. Footing Loads:: Live Load:: PL=' 6654 LB Dead Load:; PD= 3094 LB Total Load: PT= 9748 LB Ultimate factored load: Pu= 15643 LB Footing. Properties: , Allowable soil bearing pressure: �, 'Qs= ,1500 PSF ' Effective soil bearing pressure:(with increase)' Qe= . 1770 PSF Concrete compressive strength: F'c=. - 2500 PSI Selected Size: Length: ' L= 2.4 FT Width: - W= 2.4 FT Area: A= 5.76 SF Ultimate bearing pressure: Qu=. 2716: PSF Column-Base Dimensions: ` Length: 1= 5.50 IN " Width: w= 5.50 IN Footing Size Selection: Required footing area: Areq= 5.51 SF Minimum footing size required: Lreq= • 2.35 :. FT Footing depth based on shear stresses: Selected footing depth,: D= 12.00 IN , Punching Stress Calculations: Critical perimeter: Bo= 62.00 IN. Punching shear: Vu1= 11112 LB Punching shear stress: - vu1= 28. PSI Allowable punching shear. stress: vc1= 133 PSI Beam shear stress calculations: Beam-shear: Vu2= 896 LB Beam shear stress: vu2= 5 PSI Allowable beam shear stress: vc2= 67 PSI Bending Requirements: " Factored` moment:" Mu= , 36860 IN-LB Nominal moment strength: Mn= 78000.01 IN-LB Square Footing Design 197 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 07-26-1999 .Prosect: NETTLES - Location: FTG-C-6 Summary: " Size: 2.0 FT x 2.0 FT x-12.00 IN Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 3801 LB Dead Load: PD= 1751 LB Total Load: PT= 5552 LB Ultimate factored load: Pu= 8913 LB Footing Properties: Allowable soil bearing pressure: ' Qs= 1500 PSF Effective soil bearing pressure: (with.increase) ". Qe= 1650 PSF Concrete compressive strength:. - F'c= 2500 PSI Selected Size: Length: L= 2:0 FT Width: W= 2:0 FT Area: A= 4.0 SF Ultimate bearing pressure: Qu= 2228 PSF Column Base Dimensions: Length: 1= 5.50, IN Width: w= 5.50 IN Footing Size `Selection: Required footing area: Areq= 3.36 SF Minimum footing size required: Lreq= 1.83 FT Footing depth based on shear stresses: Selected footing depth: D= 12.00", IN Punching Stress Calculations: Critical Perimeter:�o= 62:00 IN Punching shear: Vu1= 5195- LB Punching shear stress: .- :.. vu1.=. 13 PSI Allowable punching shear stress: vc1= 133 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 67 'PSI Bending. Requirements: Factored moment: Mu= 15888 IN-LB 'Nominal moment. strength: Mn= 65000 IN-LB 4' 33 ` 'Square Footing Design 197 UBC (91 NDS)) StruCalc 4.06 t By: Larry J. Warner A.I.A., AEC Group on: 07-26-1999 Prosect: NETTLES - Location: FTG -FG -1 Summary: Size: 1.0 FT x 1.0 FT x 12.00 IN ; • Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 960 LB Dead Load: , . PD= 312 LB Total Load:PT= 1272 LB Ultimate factored load:. Pu=• 2069 LB Footing Properties: Allowable soil bearing pressure:. Qs= 1500 , PSF Effective soil bearing pressure: F. t Qe= 1350 PSF Concrete compressive strength: }' F'c= 2500 PSI Selected Size: ; Length: L= 1.0 FT , Width: W= 1.0- FT- T-Area: Area: A= ., 1.0 SF :... Ultimate bearing pressure: '" Qu= 2069 PSF Column Base Dimensions: Length: 1= 3.50 IN . Width: w= 3.50 IN ' Footing Size Selection: - Required footing area: Areq= 0.94 SF Minimum footing size_ required: Lreq= 0.97 FT Footing depth based on shear stresses: Selected footing depth: - D=' 12.00 IN Punching Stress Calculations:. t Critical perimeter. Bo= 54.00 IN Punching shear: Vu1= .0 LB Punching shear stress: vu1= 0 PSI Allowable punching shear stress: vc1= 133 PSI. Beam shear stress calculations: ' .::Beam shear: - - " Vu2= 0 . LB Beam shear stress:' vu2= 0 , PSI - Allowable beam shear stress: vc2= 67 PSI ' Bending Requirements: } Factored moment: > Mu= 1557 IN -LB Nominal moment strength: Mn= 32500 IN -LB r 1 �j N 7 � I T Y rim _ c .919-.01.0-'9 nt,, Q .o • • 1 I �. zg I CN - wm I b m � I w�03D X030 m N �' L A�6_,z - t ( Y z V -29 pr SaIV1S 30 MIS 1V 11VM 3xva _ nvr OtiW'W 9xz 0 N 7 � I T Y rim _ It • ,4�a ( quo 3'-0' �'-111i' ,¢L9•� 2-b rc�r-eo r�■rrex-t-c ATTIC WALK -N. I - 0 12/12 CLOSET ATTIC I e PITCH - 1 . 4 t 1212 'l RECESS PITCH MI / LOFT , e • IOUND ABOVE o OPEN RAILING TO BELOW GREAT ROOM - MASTER SUITE • BELOW ti GYP RD CELNG W/ EXPOSED 6X @6 FT OC ATTIC n1 DORMER DORMER i VAULTED ABOVE 3D30 VAULTED ABOVE 12/12. PITCH LAtO4G r�tV- dts - 6'-0' t SHEAR WALL SUMMARY 1St FSR PROJ. NO. ED -NETTLES DATE JULY 28, 1999 REV 12/20/99 SHEET OF GRID WALL SEG. LOAD PANEL PANEL H.D. =H.D. NOTE LINE SEG. LGTH PLF TYPE No. LOAD TYPE 1 a 3'-6 667 G 21 10860 O b-1 b-2, 3'-0 667 G 21 6503 N d f 2 a N/A b c d e f 3 a N/A b c d e f 4 a N/A b c d e 5 a 28'-0 174 C-1 8 N/A b c e f 6 a N/A " b d e f 7 a. N/A b ' c d e f 8 a N/A b , c d e f SHEAR WALL SUMMARY ylstFLR PROJ. NO. ED -NETTLES DATE JULY 28, 1999 rev 12/20/99 rPANEL SHEET OF GRID WALL SEG. LOAD PANEL H.D.' H.D. NOTE LINE SEG. LGTH PLF TYPE No. LOAD TYPE A 1 9'-0 290 D-2 13 903 C 2 3 4'-0 290 '.D-2 .-13 1916 C 4 • 4'-0' .290' D-2 "13'. •2139 C 5 6 B 1 N/A 2 3 4 5 ,.. 6 C 1 3'-0 - -.236. D-2 13', 1574 'c 2 2'-6. 236 D-2 13 ' ' 961 i C 3 8'-0. 236 D-2 13 502 C 4 4'-0 236 D-2 13 , 836 C 5 _ 6 D 1N/A } , 2 • 3 4 ' 5 .. 6 E 1 N/A , 2. - 3 4 :. 5 6 Y F F 1 N/A 2 '. 3 �. r 5 6 G 1 N/A , r '2 _ , - 3 , 4 , H 1 N/A r 2 3 4. - , 5 SHEAR WALL SUMMARY 2nd FLR PROJ. NO. ED -NETTLES DATE JULY 28, 1999 rev 12/20/99 SHEET OF GRID WALL SEG.. LOAD PANEL PANEL- H.D. H. D. .: NOTE LINE SEG. LGTH PLF TYPE No. LOAD TYPE 1 a 8'-0 217 D-2 13 1452 2 b c d e f 2 a N/A b d e f 3 a N/A b c d e f 4 a N/A b c d e f 5 a T-0 107 C-1 8 612 1 b-1 T-0 107 C-1 8 612 1 b-2 8'-0 107 C-1 8 577 1 d e 6 a N/A c d e f 7 a N/A b c d e f 8 a N/A b c d e f SHEAR WALL SUMMARY 2nd FLR PROJ. NO. ED -NETTLES DATE JULY 28, 1999 rev 12/20/99 SHEET OF GRID WALL SEG. LOAD PANEL PANEL H. D. H.D. NOTE LINE SEG. LGTH PLF TYPE No. LOAD TYPE A 1 2-a -4'-0 115 CA 8 699 1 2-b 4'-6 115 C-1 8 671 1 3 4'-9 115 C-1 8 654 1 5 6 B 1 N/A 2 3 4 5 6 C 1 N/A 2 3 4 5 6 D 1 N/A 2 3 4 5 6 E 1 2 3 " 4 5 6 F 1 2 3 4 5 6 G 1 2 3 - 4 5 6 2 3 4 . 5 6 SHEAR WALL SCHEDULE per NER-272 Upadated 7/1/99 PAGE PANEL PANEL LOAD 7 SHEATHING 1,2,5,7 EDGE 8 FIELD 8 A.B. SIZE & SILL 3,4 A -35F 6 TYPE No. PLF NAILING NAILING SPACING NAILING CLIPS ••. A 1 125 1/2" GYP BIRD ONE SIDE___________________ 5d_(cD 7"-__________5d (cD 7" _•_-____. 1/2° (cD 72°_.____ 16d (�D 12.' 42° O.C. g 2 180 THREE COAT STUCCO 16G 7/8" @ 6 16G 7/8"@6" 1/2" @ 72" 16d @ 6' B-1 3 170 FOME- COR PER ICBO # 3335 ICBO REPORT #3335. 1/2" @ 72" 16d @ 6" 30" O.C. B-2 4 250 1/2" GYP BOTH SIDES 5d @ 7" 5d @ 7" 1/2" @ 48" 16d @ 6" 18" O.C. B_3 5 165 3/8" CDX 8d @ 6" 6d @ 12" 1/2" @ 72" 16d @ 6" 39'0.C.. B-4 6 295 FOME- COR PER ICBO # 3335 ICBO REPORT # 3335 1/2" @ 42" 16d @ 4" 18" O.C. ...---------8` 1/2" GYP INTERIOR FACE .............. 5d-��-•------.....5d.��.7..........................._._.._..........-----.:. .0 7 220 1/2" CDX PLY 10d @ 6" 10d @ 12" 1/2" @ 54" 16d @ 3" 24" O.C. C_1 8 250 3/8" CDX PLY ONE SIDES 8d @ 4" 8d.@ 12" 1/2" @ 48" 16d @ 3" 18" O.C. C-2 9 290 3/8" CDX PLY EXTERIOR 8d @ 6" 8d @ 12" 1/2" @ 36" 16d @ 3" 18" O.C. 1/2" GYP BIRD INTERIOR 5d @ 7" 5d @ 7" C-3 10 330 3/8" CDX PLY BOTH SIDES _-8d6°__........Sd_(.1?_�...____._ _� 5/8° q 42° :_•• 20d_Q 3" 16° O.C. _ ------------------------ ------ - --------------------:--::::::::::::..... ------- ------.......................... _ --•p 11 325 1/2" PLY EXTERIOR 10d @ 4" 10d @ 12" 5/8" @ 42" 20d @ 3" 16" O.C. D-1 12 360 7/16" CDX PLY BOTH SIDES 8d @ 6" 8d @ 12" 5/8" @ 32" \ 20d @ 3" 12" O.C. D-2 13 420 1/2" PLY EXTERIOR 8d @ 4" 8d @ 12" 5/8" @ 32" 20d @ 3" 12" O.C. 1/2" GYP BRD INTERIOR 5d @ 7" 5d @ 7" D-3 14 390 1/2" CDX PLY BOTH SIDES 8d @ 6" :8d @_12°_ 5/8"036" (2) 16d.Q.4° _ 12° O.C. E 15 435 1/2" CDX PLY EXTERIOR 10d @ 3" 10d @ 12" 5/8' @ 32" (2) 16d @ 4" • 12" O.C. E-1 16 490 3/8" CDX PLY BOTH SIDES 8d @ 4" 8d @.12" 5/8" @ 30" (2) 16d @ 3" 9" O.C. E-2 17 540 7/16" CDX PLY BOTH SIDES 8d @ 4" 8d @ 12" 3/4"" @ 32" (2) 16d @ 3" 9" O.C. F 18 545 1/2" CDX PLY EXTERIOR 10d @ 2" 10d @ 12" 3/4"" @ 32" (2) 16d @ 3" 9" O.C. F-1 19 650 3/8" CDX BOTH SIDES 8d @ 3" 8d @ 12" 3/4" @ 24" (2) 16d @ 3" 8" O.C. F-2 20 720 7/16" CDX PLY BOTH SIDES 8d_(c� (D•12°_ 3/4' 24" (2) 20d_(�D_3° 6" O.C. �•------------ - -- ----- G 21 --- ---- __•__•••____ ----------------------- ----- •------...:...--.._....--- 780 1/2" CDX PLY BOTH SIDES ________8d ..::::::....------. ---G�--------------..... 8d 3" 8d 12" ______ -........ 3/4" 20" .� ---................_.. ---� 2 20d 3' 6' O.C. :_ G1___:_ 22 830 3/8" CDX PLY BOTH SIDES. 8d_(c� 2"__..-._.._8d (c�D_12°____ ___ 3/4° 20____.:(x) 16d_(c�.2°___• 6__O_C: H 23 870 1/2" CDX PLY BOTH SIDES 10d 3' @ 10d 12" @ 1".� 24"• - --- - �• (2) 16d @ 2" •-••-•- 6" O.C. H-1 24 1110 1/2" CDX PLY BOTH SIDES 10d @ 2". 10d @ 17' 1"@ 20" (2) 20d @ 2" 4"O.C. 1. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED W/ 2 -INCH NOM. OR WIDER FRAMING U.N.O. 3. STAGGER ALL SILL NAILING 4. PRE -DRILL ALL 20d & LARGER 5.5/8" T-1-11 SIDING MAY BE SUBSTITUTED FOR 3/8" CDX PLY. 6. A -35F CLIPS +440# EA. 7. All shear walls with load plf of over 350 shall have 3X min framing menber at plates and panel edges 8. All nails are base on the following 6d.099 dia 71g, Bd .113 dia, 21/2" Ig, 10d.128 dia, 3" Ig. DW Collers 5d .086 dia, 1 5B" Ig 6d .092 dia, 1718- Ig, 8d .113 dia 2 318" Ig 44 G' HOLDOWN SCHEDULE ALL HOLDOWNS ARE SIMPSON STRONG TIE U.N.O. " FLOOR TO FLOOR H.D. -H.D. ANCHOR END NAIL / SCREW, LOAD WOOD NOTE TYPE NAME -TIE SPAN BOLT REQD. CAPACTY MEMBER 1 - CS18 N/A 9" ` • 18-10d COM. 1270 2x ' 2 CS16' N/A -11" 22-10d COM. ,1650 '' 2x ' . 3 CMST14 N/A 34" 74-16d COM. 6795 4x 4 LFTA N/A WA 16-10d COM 1205 2-2x - 5 F7A2 N/A N/A 4-5/8" 2820',' 2-2x .6 _ FTA5 N/A N/A 4-5/8" 3725 2-2x , 7- ST6224 N/A N/A 28-16d COM. 2520 2-2x ' ; 8 MST37.4 N/A N/A 22-16d SINKERS 1764 4x w 9 MST60 . N/A N/A 48-16d SINKERS 4191- 4x 10 PHD2 5/8" N/A 10-SDS1/4x3 3285 2=2x ` 11 PHD5 5/8" N/A 10-SDS1/4x3. 4500 2-2x 12 PHD8 7/8" WA 24-SDS1/4x3 7120 2-2x 13 HD8A 7/8" N/A 3-7/8" .7460 4x _ 14 HD10A 7/8" WA 4-7/8" 9540 ; . 4x 15 HD20A 11/4" WA 4-1" 13380 6x 4 ; 'HOLDOWN SCHEDULE ALLHOLDOWNS ARE SIMPSON STRONG TIE U.N.O. FTOOTING/SLAB HOLDOWNS SINGLE POUR` 2500 PSI CONCRETE H.D.. H.D. A.B. - STEM NAIL / SCREW LOAD WOOD NOTE `TYPE. NAME TYPE WALL BOLT READ. CAPACTY ' MEMBER' A LSTHD8 ` N/A 6" 24-16d SINKERS -1825 2-2x ,.. B STHD8 N/A 611 24-16d SINKERS 2210,' 2-2x C STHD10 ` N/A 6" 28-16d SINKERS 2880 2-2x D .; .., ' STHD14 N/A 611. 38-16d SINKERS 4295 2-2x E PAHD42 N/A 6" -'7-16d SINKERS 782 2x, . - F HPAHD22 N/A 6" 9-.16d SINKERS 1118 2X. ' G HPAHD22 N/A 8" _ 12-16d SINKERS 1725 2x H.. PHD2 ` SSTB16 6" ; 10-SDS1/4x3. 3285 2-2x J PHD5, SST620 6" 13-SDS1/4x3 4500 2-2x - K PHD6 SSTB24 6",l 18-SDS1/43 = 5585 2-2x L . PHD8 SSTB28 6" 24-SDS1143 7120' 2-2x M - HD8A SST628 611 _ 3-7/8" 7460- 4x N HD10A : SST 28 6., 4-7/8" 9540 4x` 0HD20A 1 1/4" " 6" . , 4-1". 13380 6x Lateral Loading: Area, Height & Weight Data Page 1 MaxQuake . 01995 Archforms Ltd. Date: July 251999 Rev 12/8/99 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: ED -NETTLES -3 By: Larry J. Wamer AIA Q98.01W Construction Design Software FLOOR PLAN AREAS & SHEAR WALL GRID SPACING TYPICAL DEAD LOADS -Establish Grid Spacing I n Co nuratioMAEac el- -Establish Dead Loads (Ibslst)- Left 1 2 g 4 6 7 g Right Roof Interior Wall L co L 4A Cc. r Wall Spacing 4 T. 18 8 4 T T 64 Back 240 120 28 3 hRe= 30 14 Roof R R R R 56 252 224 2nd FI/Rf 14 2 2 2 2 28 Z= 3 1st FI 1 1 1 1 5.5 200 4.4 Roof 476 34 R R Roof Area 336 2nd FI/Rf 14 R R 2 2 Exterior Wall 336 1st FI 1 1 1 1 Ext Finish 2 Roof 34 L to R Gyp. Bd. 2.2 Shear 1.5 hRi= 2nd FI/Rf vRe 1 Other Framing 2 K 1st FI 224 HzProj 96 4.2 Insulation 0.2 Roof hRe= Floor Wind Ht.@Ridge Gyp. Bd. 2.2 2nd FI/Rf WI Perimeter 22.5 Flooring 1 Int .Finish Wi= 252 1st A 12 Sheathing 2 Other Roof Hips? Y Y hRi= Framing 3 7.9 2nd FI/Rf 70.236 Insulation _ 0.5 1st FI 27 Other Roof WI Area 6.5 2nd FI/Rf We= 1st A 48 FLOOR HEIGHTS & WIND AREA Roof -Establish Floor to Floor and Roof Heights (ft)- Wi= . Roof Roof 2nd FI/Rf 176 Pitch Height 1st FI 198 LLUFront Roof- Roof Block Area Overall Depth 2nd A / Roof Roof Block Area Floor Block Area Perimeter Wall Overall Depth 1st Floor Floor Block Area Perimeter Wall Overall Depth Ness of10% of We= 48 112 504 224 112 28 28 28 Z= 3 We= 54 Roof Floor 1 Typical Overhang F to B 1 64 288 240 120 28 Z= 3 hRe= 30 14 Overall Depth of Roof at 2nd A 64 288 . 'Width Framing 56 252 224 112 14 hRi= 14 28 28 Z= 3 hRe= 36 We= 48 112 504 224 112 28 28 28 Z= 3 We= 54 Roof Floor N L Plan w/ both Roofing 2.5 Gyp.Bd 2.4 Block Block Perim Overall Sheathing 1.5 Framing 2 Area Area Wall 'Width Framing 1.5 Int. Finish 504 Xd FI/Roo hRi= 34 Snow 624 Other 476 56 34 5.5 200 4.4 1 476 34 34 Ceiling Roof Area 336 196 Roof at 2nd FI 22 Insulation 0.5 Exterior Wall 336 168 12 TypOH Framing 1.5 Ext Finish 2 476 34 L to R Gyp. Bd. 2.2 Shear 1.5 hRi= 107 vRe 1 Other Framing 2 K Wi= 224 HzProj 96 4.2 Insulation 0.2 hRe= Floor Wind Ht.@Ridge Gyp. Bd. 2.2 WI Perimeter 22.5 Flooring 1 Int .Finish Wi= 252 12 Sheathing 2 Other w Hips? Y Y hRi= Framing 3 7.9 70.236 Insulation _ 0.5 27 Other WI Area 6.5 We= 48 FLOOR HEIGHTS & WIND AREA 54 -Establish Floor to Floor and Roof Heights (ft)- Wi= . Roof Roof Floor 176 Pitch Height Height 198 X/12 N L Plan w/ both 5 5.6 Roof Les >15% of Plan.Y? Roof Area 700 12 '13 8 Xd FI/Roo hRi= 96.336 vRe 624 A 200 2nd A Depth 1 Roof Area 336 FI to A Height 9 1st Floor Floor Area 644 WI Perimeter 124 ' 1 st FI Dp - S if Slab hRi= 107 vRe 312 Ave. Sill to FI Ht TBase%Sr�wl K Wi= 224 vRi 96 Floor Area 952 Wind Ht.@Ridge 14.6 Slab/Foundatiui WI Perimeter 124 Wind Ht.@Gable 19.8 Ridge F to B L to R Wi= 252 Mean Roof Ht. .19.8 Runs? y Y of. least horiz. dim. but at least aft. w Hips? Y Y Lateral Load Analysis Page 2 Date: July 251999 Rev 1218199 Firm: AEC Group Job: ED -NETTLES -3 By: Larry J. Warner AIA MaxQuake ©-1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & SEISMIC LOADS BUILDING CODE -Establish Dead Loads- -Select Code - Mat. Weights 2nd Floor 1st Floor Base Level 96 BOCA Item DL(psf) Area (so DL(lbs) Area(so DL(lbs) Area(sf) DL(Ibs) 97 SBCCI Wt Roof 5.5 700 3850 . 336 1848 X 0 UBC Wt Ceil 4.2 644 2704.8 952 3998.4 Wt Ext WI 7.9 " 992 7836.8 1116 '8816.4 E=Eh'p (30-1) Wt Int WI 10 644 6440 952 9520 10473 17 178044 4022 Wt Floor 6.5 644.' 4186 952 6188 1st Floor - Sum 2nd 25017.6 Sum 1st 30370.8. - Base interior wall default: 10 psf of floor area Sum 2nd,lst & Base 55388.4 -Distribute Weights to Various Levels, Ph= 10 Hz. Force (psf) , P,v= -5.468 Vt. Force (psf) Roof 2nd A 1st A Wt Tributary Weight Line Line Line Sum Wt Roof 2nd 3850 Roof 2 30 96 1,283 23 70 942 3850 Wt Ceil 2nd „2704.8. - 2nd FI 48 224 2,762 48 176 2704.8 1/2Wt Ext WI 2 3918.4 3918.4 1,554 1,280 7836.8 Wt Int WI 2 4,506 4,506. 6440 Uplift 6440 Wt Floor 2 4186 Maximum Total Load In Each Direction At Each Level (lbs) - 4186 Wt Roof 1st Front to Back Side to'Side 1848 Roof 2 4,022 Seismic 4,022 Seismic 1848 Wt Ceil 1 3998.4 3998.4 1/2 Wt Ext WI 1 w 4408.2 4408.2 8816.4 - Wt Int WI 1 9520 9520. Wt Floor 1 6188 6188 1/2Wt Ext WI Bsmt Wt Ceil Bsmt Line Sum 10473.2 24799 20116.2 W= 55388.4 -Determine Base Shear UBC Section 1630.2 - Zone 3 Fig.16-2 - Seismic Source Type b Table 16-U Soil Prof SD Table 16-J Fault Distance 20 in km to Seismic Source Z= 0.3 Table 16-1 Ca= 0.36 Table 16-Q 1= 1.0 Table 16-K Cv= 0.54 Table 16-R T= 0.19 Formula (30-8) Na= 1.00 Table 16-S R= 5.5 Table 16-N (Tied to Pg 9) Nv=1 1.00 Table 16-T ' 6.01W Construction Design Software -Distribute Shear to Various Levels- UBC formula (30-15) Force at Level x = V (Wtx)(Hbo/Sum(Wti)(Hti) Ft assumed = 0 0 Ht is measured from plate to foundation E=Eh'p (30-1) Wt x Ht x (Wt)(Ht) Fx • p F to B p L to R Roof 10473 17 178044 4022 Iw01 Table 16-K - 2nd FI/Roof 1 24799 9 223191 5042 1.10 1.00 1st Floor 20116 Ce 0.62 Table 16-G Sum 55388 17 401235 9064 hCq 1.3 Table 16-H, #2 .WIND LOADS - -Wind Pressure - UBC Section1620 P=gslwCeCq 0 Vp 75 . Figure 16-1 Ex B Section 1616 Iw01 Table 16-K - qs 12.6 Table 16-F Ce 0.62 Table 16-G hCq 1.3 Table 16-H, #2 vCq -0.7 Table 16-H, #2 Ph= 10 Hz. Force (psf) P,v= -5.468 Vt. Force (psf) *Total Wind Load In Each Direction At Each Level (lbs)•. Trib Area F to B Trib Area L to R Wind Load 'End Z Inter Z SumP'At End Z Inter Z Sump -At F to 6 L to R Roof 2 30 96 1,283 23 70 942 Roof 1 36 107 1,452 12 ti 27 - 396 2,664 2,079 2nd FI 48 224 2,762 48 176 2,275 4,387 2,813 1st Floor 54 252 3,108 54 198 2,559 1,554 1,280 Up Roof 2 624 1200 Uplift 4,506 4,506. Up Roof 1 312 96 Uplift 2,231 2,231 GOVERNING LATERAL LOADS Maximum Total Load In Each Direction At Each Level (lbs) - Front to Back Side to'Side Roof 2 4,022 Seismic 4,022 Seismic formula , (30-4) (30-5) - (30-6) . (30-7) V= CvIW/RT but not > 2.5CaIW/R but not < 0.11Ca1W' zone 4 not< 0.8ZNvIW/R 28968 .9064 2193 . V= 9,064 lbs ' For Code Table references used by MaxQuake see Code Sections cited or Appendix A (belov4 2nd FI/Roof 1 5,568 Seismic 1st Floor 1,554 Wind 5,042 Seismic 1,280 Wind Ak -C-1' Shear Wall Segments Data, lines 1-8 Page 3 MaxQuake 01995 Archforms Ltd. Date: July 251999 Rev 1218199 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: ED -NETTLES -3 By: Larry J. Wanner AIA - Q98.01W Construction Design Software Line 1 I Line 2 ILine 3. Line 4 ILine 5 1 Line 6 ILine 7 Line 8 Segment (Seg) names a -g appear to show possible quadrants (q) Remove Segs not used. Move and add 1,2 ... to denote multiple (m) segs in a quadrant, ie., U. Seq Variables' LQ: Se I-gth. Ht: Seq h ht fromDo 1). B: Bearin Wall? - B- es. Ell: Ext. or Int. Wall? - E=Ext 1=Int. S: Stacked S above same row. m & <_ L . 2nd Seg' all Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht .B E/I q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht .B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell a; 8 -8 B E a 8 a 8 a 8 a 7 8 B E 1,2,3.. b 8 B b 8 b 8_ b-1 -7 8 B E Wall 'b-2 8 8 B E Lines Run From - Front to sum 8 Syst SW sum Syst sum Syst sum Syst sum 22 Syst 'SW sum Syst sum Syst _ sum Syst Back load trans to ad' line load trans to ad' line load trans to ad' line 1st - Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables , Seg Wall Variables Level jq&m Lg Ht B Ell Sq&m Lg Ht B Ell S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B Ell S q&m ' Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S a 3.5 8 B E S a 8 S a 8 S a 8 S a 28 8 B E S b-1 - 8 b 8 b 8 S b 8 S b 8 b-2 3 10 B E sum 6.5 Syst SW sum Syst sum` Syst sum Syst sum 28 Syst SW sum Syst sum Syst sum Syst HULg > 2.0 limit at a load trans to adj line load trans to adj line load trans to adj line Base Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg 1Nall Variables Seg Wall Variables Level q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B E/I S q&m Lg Ht B Ell S m L Ht B Ell S q&m Ig Ht B Ell S q&m -Lg Ht B Ell S q&m Lg Ht B Ell S sum Syst ` sum Syst sum Syst sum Syst sum Syst sum Syst, sum Syst sum Syst y load trans to adj line load trans to adj line load trans to adj line load trans to adj line load trans to adj line Shear Segment Height/Length ratio is limited to 211 for edge blocked panel. "Ht/L9 >2 limit'appears if exceeded. See Code Ch.16 for Ht/Llimits for other assemblies. Shear Wall Segments Data, Lines A-H Page 4 MaxQuake ©1995 Archforms Ltd. Date: July 251999 Rev 1218199 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: ED-NETTLES-3 By: Lany J. Warner AIA Q98.01W Construction Design Software A Line B ILine C Line D Line E ILine F IUneG I Line H ILine Segment (Seg) names 1-7 appear to show possible quadrants (q). Remove Segs not used. Move and add a,b... to denote multiple (m) segs in a quadrant, ie., 2b. Seq Variables: La: Se Igth. Ht: Seq h ht fromDa 1). B: Beadn Wall? - B- es. E/I: Ext. or Int. Wall? - E=Ext 1=Int. S: Stacked Se above same row m & < L . 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B E/I q&m Lg Ht B E/I q&m Lg Ht B E/I q&m Lg Ht B E/I q&m Lg Ht B Ell q&m Lg Ht B Ell q&rn Lg Ht B E/I q&m Lg Ht B Ell 1 4 BES 1 8 1 34 BE A,B,C.. 2-a 4. 8 B E S 2 8 2 8 Wall 2-b 4.5 8 B E S 3 8 3 8 Lines 3 4.8 8 B E S 4 8 4 8 Run 4 4 BES From Side to sum .21 Syst SW sum Syst sum 34 Syst SW sum Syst sum Syst sum Syst sum Syst _ sum Syst Side load trans to adj line 1st Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B E/I S q&m Lg Ht B'E/I S q&m Lg Ht B E/1 S q&m Lg Ht B E/I S 1 9 8 B E S 1 8 S 1 3 8 8 E 2 8 2 8 S 2 2.5 8 B E S 3 4 8 6 E 3 8 S 3 8 8 B E S 4 4 8 B E 4 8 S 4 4 8 B E S sum 17 Syst SW sum Syst sum 18 Syst SW sum Syst sum Syst sum Syst sum Syst sum Syst HULg > 2.0 limit at 1 load trans to adj line Base Iq&m Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht BEA S q&rn Lg Ht B`-E/I S sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst.- yst:load loadtrans to adj line load trans to adj line load trans to adj line Shear Segment Height/Length ratio is limited to 2/1 for edge blocked panel. "HULg >2 limit° appears if exceeded. See Code Ch. 16 for HtILg limits for other assemblies. Lateral Load Distribution & Overturning Moment Page 5 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: July 251999 Rev 1218/99 Firm: AEC Group Job: ED -NETTLES -3 By: Larry J. Wamer AIA 098.01W Construction Design Software Lateral Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Force Seis %= I Wind %= W/ft__ if "W ,-snow RM= if °W .67 °s'.85 OTM= if Sfk Vnerht Vadj= ' V= SumV= Distrib trib fl A/Sum f1A trib W A/Sum WA Sum lev. w*trib area Wtlft'L 212k SumVHrLqt5'Lq SumV from ad' Ln Ln%'Vmax SorW Vadi+Vabv+V 2nd % SM 4.57 5.88 % S/W 25.1 32.4 % S/W 37.7 38.2 % SM 25.7 17.6 % S/W 8.57 5.88 % S/W % S/W % S/W Level Se W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Seq Wlft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM .Se W/ft RM OTM Seismic a 83 2.25 13.9 a 19 a 19 a 19 a 83 1.72 6 4,022 b 19 b 19 b 19 b-1 83 1.72 6 SNI b-2 83 2.25 6.86 r=V wall •10/lw V level Frame V framel Vadj line 2 1.55 Vadj line 1 or 3 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 2.01 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 V level 2nd level V 0.18 2nd level V 1.01 2nd level V 1.52 2nd level V 1.03 2nd level V 0.34 2nd level V 2nd level V 2nd level V s Sum V 1.73 s Sum V s Sum V s Sum V s Sum V 2.36 Sum V Sum V Sum V 1st % S/W 6.12 5.88 % SM 33.7 32.4 % S/W 39 38.2 % S/W 17.1 17.6 % S/W 5.71 5.88 % SM % S/W % S/W Level Seg Wlft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Seismic a 178 0.93 38.9 a 52 a 52 a 32 a 159 52.9 32.2 5,568 b-1 52 b 32 b 52 b 32 b 96 b-2 131 0.5 20 P= 2-201 (r max Ab^.5) Vadj line 2 2.29 Vadj line 1 or 3 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 2.23 Vadj line 5 or 7 Vadj line 6 or 6 Vadj line 7 1.10 r- V above 1.73 r= V above r= V above r= V above r- V above 2.36 r= V above r= V above r= V above 0.72 1st lev V 0.31 1st Iev V 1.7 1st lev V 1.97 1st lev V 0.86 0.19 1st lev V 0.29 1 st lev V 1st lev V 1st lev V s Sum V 4.34 s Sum V s Sum V s Sum V s Sum V 4.88 Sum V Sum V Sum V Base % S/W 5.88 5.88 % SIW 32.4 32.4 % SIW . 38.2 38.2 % SM 17.6 17.6 % SM 5.88 5.88 % S/W % S/W % S/W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg Wift RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Se Wlft. RM OTM Seg W/ft RM OTM Se W/ft RM OTM Wind 1,554 P= 2-201 (r max AbA.5) Vadj line 2 Vadj line 1 or 3 Vadj line 2 or 4 Vadj_ line 3 or 5 Vadj line 4 or 6 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 r= V above 4.34 r= V above r= V above r= V above r= V above 4.88 r= V above r= V above r= V above Bsmt V 0.09 Bsmt V 0.5 Bsmt V 0.59 Bsmt V 0.27 Bsmt V 0.09 Bsmt V Bsmt V Bsmt V w Sum V w Sum V w Sum V w Sum V w Sum V Sum V Sum V Sum V Ij Lateral Load Distribution & Overturning Moment Page 6 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: July 251999 Rev 1218199 Firm: AEC Group , Job: ED-NETTLES-3 By: Larry J. Wamer AIA Q98.01W Construction Design Software Lateral Line A Line B Line C Line D Line E Line F Line G Line H Force Seis %= Wind %= W/ft-- if °W ,-snow RM= if "W .67 W.85 OTM= if SYk WOW Vadj= V= SumV= Distrib trib fl AISum flA trib W AISum WA Sum lev. vttrib area Wt/ft"L ^2/2k SumVHt'L-qf7LQ SumV from ad' Ln Ln%'Vmax SorW Vad'+Vabv+V 2nd % S/W 36 25 % S/W 50 50 % SM 14 25 % S/W % SIW % SIw % S/W % S/W Level Se W/ft RM OTM Seg Wift RM OTM Seg W/ft RM OTM Se W/ft RM OTM Seg W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Seismic 1 68 0.46 1 19 1 68 33.4 4,022 2-a 131 0.89 3.69 2 19 2 19 SW 2-b 131 1.13 4.15 3 19 3 19 r=V wall 3 131 1.28 4.42 4 19 4 19 '1011w 4 68 0.46 V level Frame V frame/ Vadj line B 1.01 Vadj line AorC Vadj line BorD 1.01 Vadj line CorE Vadj line DorF Vadj line EorG Vadj line ForH Vadj line G V level 2nd level V/ft 1.45 2nd level V 2.01 2nd level V 0.56 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V S Sum V 2.45 s Sum V s Sum V 1.57 Sum V Sum V Sum V Sum V Sum V 1st % SIW 24.3 25 % S/W 50 50 % S/W 25.7 25 % S/W % S/W % S/W % S/W % S/W Level Se W/ft RM OTM Se W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM * OTM Seg W/ft RM OTM Se W/ft RM OTM Se W/ft RM OTM Se Wlft RM OTM Seismic 1 177 6.08 14.2 1 52 1 245 0.94 5.66 5,042 2 144 2 52 2 196 0.52 2.92 3 240 1.63 9.3 3 52 3 196 5.33 9.35 4 109 0.74 9.3 4 52 4 196 1.33 4.68 #### 2-20/ (r max Ab^.5) Vadj line B 1.26 Vadj line AorC Vadj line BorD 1.26 Vadj line CorE Vadj line DorF Vadj line EorG Vadj line ForH Vadj line G 1.00 r- V above 2.45 r= V above r= V above 1.57 r= V above . r= V above r= V above r= V above r= V above 0.32 lstlev V 1.22 lstlev V 2.52 0.26 lstlev V 1.3 lstlev V lstlev V lstlev V - lstlev V lstlev V S Sum V 4.94 s Sum V s Sum V 4.13 Sum V Sum V Sum V Sum V Sum V Base % S/W 25 25 % S/W 50 50 % SM 25 25 % S/W % SM % SM % S/W % S(IN Level Seg Oft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft .RM 0-TM Seg W/ft RM OTM Se W/ft RM OTM Seq W/ft RM OTM Se -W/ft RM .OTM Wind 1,280 P= 2-20/ (r max Ab^.5) Vadj line B . Vadj line AorC Vadj line BorD Vadj line CorE Vadj line DorF Vadj line EorG Vadj line ForH Vadj line G r= V above 4.94 r- V above r- V above 4.13 r= V above r- V above r= V above r= V above r= V above Bsmt V 0.32 Bsmt V 0.64 Bsmt V 0.32 Bsmt V Bsmt V Bsmt V Bsmt V Bsmt V. w Sum V w Sum V w Sum V Sum V Sum V Sum V Sum V Sum V Shear Wall and Hold Down Requirements Page 7 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: July 251999 Rev 12/8/99 Firm: AEC Group Job: ED-NETTLES-3 By: Larry J. Warner AIA 098.01W Construction Design Software Line 1 I Line 2 1 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Uplift = Overturning Moment (OTM) - Resisting Moment (RM) / Segment Length (Seg Lg). Minimum required Hold Down HD T selected from Hold-down and Wall Strap Schedule on Page 9. 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a 1,452 A H1b a 612 A H1a 1,2,3.. r b-1 612 A H1a Wall b-2 577 A H1a Lines Run From Front to Shear(plf) ❑ 217 Shear(plf) Shear(plf) Shear(plf) Shear(plf) ❑ 107 Shear(plf) Shear(plf) Shear(plf) Back Wall Type A 6 Wall Type Wall Type Wall Type - Wall Type A 6 Wall Type Wall Type Wall Type Roof U lift from Side to Side Winds resisted b Left and Ri ht Ext. Walls Uplift (pM Rf 2 Ext WI 35 Uplift Detail @ Rf 2 & Ext WI NA 1st HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Tye Seg Uplift Type Seg Uplift Type Seg Uplift Type a 10,860 A H14 a b-2 6,503 A H8 f Shear(plf) ❑ 667 Shear(plf) Shear(plf) Shear(plf) Shear(plf) ❑ 174 Shear(plf) Shear(plf) Shear(plf) Wall Type A 44 1 Wall Type 1 Wall Type 1 Wall Type 1 Wall Type A 6.' Wall Type Wall Type Wall Type Roof Uplift from Side to Side Winds resisted by Left and Right Ext. Walls Uplift (plf) Rf 1 @ Ext WI 36 Uplift Detail @ Rf 1 & Ext WI NA Straps/Hold-Downs must run continuous down throw h the Wall below to the Foundation. If no Wall below-, tie to Beams, sized for Hold-Down Point Loads. Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg -Uplift T e Seg". Uplift Type Seg Uplift - Type Seg U lift • Type Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Wall T e Shear per Linear Foot (Shear(plf)) = Sum of Shear at that Line & Level (Sum V) I Linear Feet of Shear Wall at that Line & Level (Sum Seg Lgth) Minimum required Shear Wall Construction or Shear Frame for Wall Type Symbol is selected from Shear Wall Schedule on Pae 9. Shear Wall and Hold Down Requirements Page 8 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & . Date: July 251999 Rev 1218199 Firm: AEC Group.. Job: ED -NETTLES -3 By: Larry J. Wamer AIA Q98.01W Construction Design Software Line A 11.1ne B Line C Line D Line E Line F Line G Line H Uplift = Overturning Moment (OTM) - Resisting Moment (RM) / Segment Length (Seg Lg). Minimum required Hold Down D T selected from Hold-down and all Strap Schedule on Paqe 9. 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type 1 1 A,B,C.. 2-a 699 A H1a Wall 2-b 671 A H1a Lines 3 654 0 H1a Run 4 From Side to Shear(plf) ❑ 115 Shear(plf) Shear(plf) ❑ 46 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Side Wall Type A 6 Wall Type Wall Type A 6 1 Wall Type Wall Type I Wall Type Wall Type Roof Uplift from Front to Back Winds resisted b Front and Back Ext. Walls Up lift I Rf 2 0 Ext WI 29 Uplift Detail @ Rf 2 & Ext WI NA 1st HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift T pe Seg Uplift Type Seg Uplift Type Seg Uplift Tye Seg Uplift Tye Seg Uplift Tye Seg Uplift Type 1 903 0 H1a 1 1,574 0 H1b 2 961 0 H1a 3 1,916 A H2 3 502 A H1a 4 2,139 A H2 4 836 A H1a Shear(plf) ❑ 290 Shear(plf) Shear(plf) ❑ 236 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Wall Type 0 4 Wall Type Wall T e A 6 Wall T e Wall T Wall Type Wall Type Wall Type Roof Uplift from Front to Back Winds resisted by Front and Back Ext. Walls Uplift(plf) Rf 1 @ Ext WI 23 Uplift Detail @ Rf 1 & Ext WI NA Straps/Hold-Downs must run continuous down throw h the Wall below to the Foundation. If no Wall below tie to Beams, sized for Hold -Down Point Loads. Base HD HD HD HD HD HD HD HD Level, Seg Uplift Type Seg U lift Type Seg Uplift_ Type S :Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift .Type Seg Uplift Type Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plo Shear(plf) Shear(plf) Shear(plf) Wall Type Wall Type- Wall Type Wall Type' Wall Type Wall Type Wall Type Wall jTe Shear per Linear Foot (Shear(plf)) = Sum of Shear at that Line & Level (Sum V) / Linear Feet of Shear Wall at that Line .& Level (Sum Seg Lgth) Minimum required Shear Wall Construction or Shear Frame for Wall Type Symbol is selected from Shear Wall Schedule on Pae 9. N Shear Wall and Hold Down Schedules Page 9 MaxQuake ° 1995 Archforms Ltd. Date: July 251999 Rev 12/8199 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: ED -NETTLES -3 Bv: Lam J. Wanner AIA 1 098.01W Construction Design Software SHEAR WALL OPTIONS: Place an "X" in the appropriate shaded block. Select only one option under each heading (except System when using frames) S ecial Zone Hardware Mfg. Wall Framing Material Shear all System PI/PB Wall Sheathing Fasteners E94No X Simpson X Doug Fir or So.Pine X SW -All Plywd or PB X 3/8"or112" CC or CD Ply X 8d Los Angeles Area KC Metals Hem Fir (s.gray.<.49) SW-Gyp,Stuc or Ply 3/8"ort/2" Struc I Ply10d USP-Silvr/Kant 3-112" Metal Studs HF- Hardy Frame 318"ort/2" CD Ply o/GB 14ga Staple UBC Other (Apx.C) SF -Simpson Frame 112"Ext M,S/M-2 Prtcl Bd 1" Screw To Customize, Overwrite Sched. on Apx. C below Other (See Apx. C) ZF -Z Frame Other Sheathing/Fastener Combo (See Apx. C) WIND AND EARTHQUAKE DATA 97 UBC SHEAR WALL SCHEDULE Wind Speed mph 75 Seismic Zone 3 Wall Shear Wall Edge Anchor Plate to Fl. Plate Importance Fact. 1 Source Type b Type Load Sheathing Nail Bolts Nail Lag Clips Exposure Cat. B Fault Distance 20 Symbol (plf) Material 8d 518"x12 16d 112" A35 Wind Pres.horiz. psf 10.16 Soil Profile SD GF:900 GF:120 GF:478 GF:450 Wind Pres. vert. DSf -5.47 ResDonse Factor 5.5 Note 1,2 Note 3 Note 6 Note 7 Note 6,8 Note 9,10 NA construct wall as spec'd per symbol or any below WALL HOLD-DOWN & STRAP SCHEDULE A6 260 112° Ply 6" 36"oc 5"oc 22"oc 20"oc Hold -Down Max Min. Wall Foundation Bolt Symbol Uplift Post FI to FI Anchor Type Bolt 4 A 4 380 1/2" Ply 4" 24"oc 3"oc 15"oc 14"oc lbs. Size Strap Straps HD Dia. 4 A 3 490 112" Ply 3" 18"oc 11"oc 11"oc Note 3,4 Note 2 Note 2,4 Note 2 4 A 2 640 1/7' Ply 2" 14"oc 7"oc 5 A 44 760 ea side 112" Ply 4" - 12"oc 6"oc 8"oc 7"oc NA up to 300 use the hold-down across or below req'd type d H1a 1,050 2x LSTA18 PAHD42 4,5 A 33 980 ea side 1/2" Ply 3" 9"oc 4"oc 5"oc d H1b 1,685 2x MSTA30 LTT20 1/2" 4,5 A 22 1,280 ea side 112" Ply 2" 6"oc 3"oc 4"oc ,6 H2 2,760 2-2x MST27 STHD10 HD2A 518" ? d H5 4,460 2-2x MST48 PHD5 518" 1 Sheathing: 318"-112" (4 ply min) CD, CC Ply with all edges blocked d H6 5,585 2-2x MST60 PHD6 718" 2 Framing: 2x DF typ @ 16"oc., 3x req'd if 10d w/ +1-518" penetration, 2" or 3"oc d H8 7,120 2-2x - PHD8 7/8" 3 Typical Fasteners; 8d Common or Galy. Box nails (no sinkers), nail field @17' A H10 9,540 4x. HD10A 7/8" 4 3x at plate and panel edges at walls w/ Shear over 350lbs, nail min. 1/2" from edge ,6 H14 11,080 4x HD14A 1" 5 Offset panel edges on opposite sides of wall and stagger plate splices ,6 H15 15,305 6z HD15 1-1/4" 6 Anchor Bolts (ASTM A307) Min. 7" imbedment, w/ 2"x7'016" Plate Washer ? 7 Stagger 16d nails in 2x, lags at 3x plates when no sheathing continuity to Rim Joist 1 Straps and HD's as Mfg. by Simpson Strong -Tie Co. Cat C-98 8 Pre -drill 318" hole for Lag. Provide Washer. Adjust Igth for 2' penetration into Joist. 2 Nail Straps & Hold -Downs w/10d (2x max.pen.1-518") See Details 9 Clips: Plate to Blocks only redd if no shear sheathing continuity from Wall to Blocks and Mfg. Data for Nailing, Bolt and Embedment Requirements 10 Anchors and Clips as Mfg. by Simpson Strong -Tie Co. Cat C-98 3 If No Cont. Rim Joist Add Lgth. to Wall Strap to Span to Wall Below 4 Straps and Hold -Downs must run continuous to Walls below; if no Wall below, fie to Beams, sized for Hold -Down Point Loads Shear Wall and Hold Down Schedules Page 10 Date: July 251999 Rev 1218/99 Firm: AEC Group Job: ED -NETTLES -3 By: Larry J. Warner AIA DIAPHRAGM OPTIONS: Joist Rf/FI Framing Mat. RUM Diaphragm X DF or So.Pine All Unblocked Fasteners 8d Com Only Hem Fir x Rf UnBlk, A Blk X 8d@Rf,10@FI Other Block All Edges 10d Com Only a 14 ga Staple To Customize, Overwrite Schedule or See Apx. C Other MaxQuake 01995 Archforms.Ltd. All Rights Reserved Lateral Load Analysis & 098.01W Construction Design Software COLLECTORITIE AND DIAPHRAGM SCHEDULE Type Force Cont. Joist or Strap Washer Symbol (lbs) Solid Blocking or Cont. Dia. Dia. HD less of C&T par to grain: 425 Joist 20ksi 625 Note 1,2,6 Note 2,3,4 Note 4 Note 5 Note 7 Use Collector/Tie as spec'd per symbol or any below NA 300 ACI 2,231 2x4 MST27 A C2 3,506 2x6 MST37 314" 1.79 2- HD5A 1 Frame Model Numbers and Unit Shear Capacities (lbs) Height 7 ft 8 It 9 ft loft A C3 4,405 2x8 MST48 718" 2.24 2- HD6A Lgth A C4 5,800 2X10 MST60 7l8" 2.96 2- HD8A A C5 6,440 2x12 2- MST37 718" 3.28 2- HD8A 16 A A C6 8,310 2-' 2x10 HST5 718" 4.23 HD10A a A C7 11,170 2- 2x10 HST6 718" 5.69 2-PHD6 e A C8 17,691 3- 2x10 718" 9.01 2- HD10A e ? ? ? ? ? 1 Provide Cont. Rim Joist/Rafter or Solid Blocking at all Shear Wall Grid Lines 2 A property sized continuous Rafter or Joist can act as both Collector and Tie 3 Between Blocks or breaks in Rafters/Joists provide straps to maintain Tie continuity 4 Run All -thread Rod thru RftlJst, Igth=LoadlShear(plf), secure ends w/ Washer or HD 5 Provide Washer w/ Dia. (inches) at end of blocked RfVJst bays, Mal. iron or 114" St. 6 Connect Continuous Collector/Tie to shear wall as required by Shear Wall Schedule 7 HD at Rod to Shear Wall andlor RfVJst. Mfg. by .Simpson Strong -Tie Cat C-98 ROOFIEXT. WALL UP -LIFT SCHEDULE Roof Shear Diaphragm Edge Floor Shear Diaph. Diaphragm Load Material Nail Diaphragm Load Material Wall Uplift Stud to Plate Plate to Rafter Stud to Rafter T I at 16" oc at 2411oc at 16" at 16" oc Symbol I Note 1,2,4 Note 3 Symbol (plQ Note 1,2,4 50 8d Nail 10d Nail A T 100 Ply Nailing or H2 H2 A R6 180 112" Ply 6" A F6 320 314" Ply d U 180 A35 H4 H2 A R4 112" Ply 4" A F4 425 314" Ply ,6 V 310 SPI H10 H1 H2 A R3 112" Ply 2-112" A F3 640 314" Ply AW 460 SP4 H7 H10 LTS10 A R2 112" Ply 2" A F2 730 314" Ply d X 600 SP2 H10 H7 ? ? d Y 1,170 FTA2 1 Sheathing: FI 3/4 CD -AC Pty/OSB, BLOCK EDGES, Rf 1/2 CD or CC Ply/OSB Unblkd ,6 Z 2,560 FTA7 2 Framing: 2x typ, 3x redd if 10d pen more thant-5/8", or nails spaced less than 3"oc ? 3 Typ. Fasteners: 8d Com. @ Roof,10d Com. @ Floor (no sinkers) field 12"@Rf,10"@FI 1 Anchors and Clips as Mfg. by Simpson Strong -Tie Co. Cat C-98 4 Continuous Rim Rafter/Joist recommended at perimeter of -unblocked diaphragms Collector/Tie & Diaphragm Loads, Lines 1-8 Page 11 MaxQuake 41995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: July 251999 Rev 1218199 Firm: AEC Group Job: ED-NETTLES-3 - By: Larry J. Wamer AIA 098.01W Construction Design Software Line 1 I Line 2 1 Line 3 1 Line 4 Line 5 1 Line 6 Line 7 1 Line 8 Seg C T Load (back) - max. load on the Collector /Tie between this and Seg above. CIT Type - min. adequate CollectodTie. Seg beg - feet Seg begins front of Quad Line. front CIT load at front side of the front most Seament. Shear - the avers a Di hra Shear along the Line. IF °Ga " appears correct Line CIT discontinuitv. 2nd CIT Load CR Seg CR Load CR Seg GT Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg CR Load CIT Seg UT Load CIT Seg Roof Sig back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type- beg Seg back Ty beg a a 1,2,3.. b-1 429 A C1 Wall b-2 322 A C1 Lines Run From Front - to front 743 A C1 front front front front 505 A C1 front front front Back Shear(plf) 124 Shear(plf) Shear(plf) Shear(plf) Shear(plf) 84 Shear(plf) Shear(plf) Shear(plf) Rf Diaph A R6 Rf Diaph Rf Diaph Rf Dia h Rf Diaph A R6 Rf Diaph Rf Diaph Rf Diaph 1 Rf C1T Load CIT Sec UT Load CIT Se CIT Load CIT Se CIT Load CIT Seg CIT Load CIT Sec CIT Load CIT Se CIT Load CR Sec CIT Load CIT Seg 2 FI Seg back Type be Seg back Tye bec Seg back Type beg Seg back Type beg§.eL back Type beg Seg back Type beg Seg back Type beg Seg back Type bea a a b-2 1792 A C1- front 1703 A C1 front front front front front front front Shear(plf) .155 Shear(plf) Shear(plf) Shear(plf) Shear(plf) 174 Shear(plf) Shear(plf) Shear(plf) Rf Diaph A R6 Rf Diaph Rf Diaph Rf Diaph Rf Diaph A R6 Rf Diaph Rf Diaph Rf Diaph FI Diaph A F6 FI Diaph FI Diaph FI Diaph FI Diaph A F6 FI Diaph FI Diaph FI Diaph 1st CIT Load CIT Sec CIT Load CIT Se CIT Load CR Seg CIT Load CIT Sec CIT Load CIT Seg CIT Load CIT Sec C/T Load CIT Sec CIT Load CIT Seg Floor Seg back Type bec Seg back Type beg Seg back Type beg Seg• back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type be front front front front front front front front Shear(plf) Shear(pIQ Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph . FI Diaph FI Diaph FI Diaph If Rf or A Diaph return Vock?", load values are higher than the diaphragm capacity. Chane to blocked diaphraqm & fastener Option 10 or add Shear Wall 3or4 Collector/Tie & Diaphragm Loads, Lines A-H Page 12 MaxQuake 01995 Ar6forms Ltd. All Rights Reserved Lateral Load Analysis & Date: July 251999 Rev 1218199 Firm: AEC Group Job: ED-NETTLES-3 By: Larry J. Wamer AIA Q98.01W Construction Design Software Line A Line B I Line C I Line D Line E I Line F Line G Line H Seg CIT Load (left) - max. load on the Collector /Tie between this and Seg to left. CIT Type - min. adequate CollectorfTie. Seg beg - feet Seg begins right of Quad Line. ri ht - CIT load at right side of the right most SeQment. Shear - the avera a Di hra m She alonQ the Line. If'G ars correct Line CIT discontinuitv. 2nd CIT Load CIT- Sec CIT. Load CIT Seg CIT Load CIT - Se CIT Load CIT Sec CIT Load CIT SeS CIT Load CR Se CIT Load CIT Se CIT Load CIT Seg Roof Seg left Type beg Seg left Type beg Seg left Type be Seg left Type beg Seg left Type bK Seg left Type beg Seg left Type bec Seg left Type be 1 1 A,B,C.. 2-a 172 NA Wall 2-b 633 A C1 Lines 3 826 A C1 Run 4 172 NA From Side to right ri ht right 2876 A C2 right right right right right Side Shear(plf) 72 - Shear(plf) Shear(plf) 131 Shear(plf) Shear(plf) Shear(plf) Shear(plf) _ Shear(plf) Rt Diaph A R6 Rf Diaph Rf Diaph A R6 Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph 1 Rf CIT Load CIT Sec CIT Load CIT Se CIT Load CIT Se CIT Load CIT Seg CIT Load CIT Sec CIT Load CIT Sec CIT Load CIT Sec CIT Load CIT Seg 2 FI Seg left Type beg Seg left Type be Seg left Type bec Seg left Type beg Seg left Type b Seg left Type beg Seg left Type bec Seg left Type beg 1 1 . 2 343 A C1 3 1307 A C1 3 1373 A C1 4 581 A C1 4 458 A C1 right right right right right right right right Shear(plf) 145 Shear(plf) Shear(plf) 121 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Rf Diaph a R6 Rf Diaph Rf Diaph A R6 Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph FI Diaph A F6 FI Diaph FI Dia h • A F6 FI Diaph ' FI Diaph FI Diaph FI Diaph FI Diaph 1st C/T Load CIT Sec CIT Load CIT Se CIT Load CIT Se CIT Load CIT Sec CIT Load CIT Sec CIT Load CIT Se CIT Load CIT Se CIT Load CIT Seg Floor Seg left Typo beg Seg left Type beg Seg left Tye beg Seg left Type bec Seg left Type beg Seg left Type beg Seg left Type beg Seg left Type be right right right right right right ri ht . right Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph If Rf or FI Diaph return 'block?", load values are higher than the diaphragm capacity. Change to blocked diaphragm or fastener Option 10 or add Shear Wall 3or4 M :Wind Pressure for• •• • 1 • PMaxQuake age01995 Rights Reserved Archforms U& Lateral ... Analysis & D. ... • ..Firm:• •All Job: ED -NETTLES -3 By: Larry J. Wamer AIA 098.01W Overturning CalculationTemplate Wind Pressure for 1 • •• • • • • -•• • • • • • • •• • • • x 10 Ems Uplift -3.4 -35 • ___� ____ ___I�_I\�__ _______ • 30 —�_____ ________•___ 1 _ ______________ 1 1 1 ___arWr�•rW 1 .....rYI-JbY� 1 ______�_ ______ 1 __�•_____ ___ �____ __���•___ • . _.�� _w�. __'_'ua___ 1 _______ Down 0,2 2 Load 0.4 4 or • . _ 1 . . • • • - I 1 �____� 13 Force 1.0 10 1.2 12 1.4 14 • __w____ �_�r •r___ _ w�__ ��____ 1 I 1 •". �•ru____ ___.�____ 1.6 16 Note: 1. Values are for enclosed : • . 2. SBCCI Values for GCp are equivalent 1 • /1 111 1 1 1.1 111 1 1 /1 to UBC Table 16-H for of 1 CONSTRUCTION Fax : 916-893-3415 CERTIFICATE_OF COMPLIANCE: --_--__-_--_-------- Page 1CF-1R ---------_ Project Title; _-Residential NETTLES Run: 068 21 -Mar -00 Project Address: DOE MILL RIDGENETTLES.' Total Assembly FOREST RANCH, Type # Building Title: NETTLES Buil Perm.i 7& Document Author: Scott Jackson:` -- eck / Date Telephone: 530-894-5590*,Pla Wall 3•ZZ•� 'Compliance,Method: CALRES2 1.35 Fie _Check /.Date Climate Zone: 11 0 15.38 _________________________________ GENERAL INFORMATION Conditioned Floor Area: 1563 ft2 Average Ceiling Height: 9'-0" ft -in Building Type: SED Single Family Detached Building Front Orientation; 90 deg (East)" Glazing Area, % of,Floor Area: 21.4 Average Fenestration U-Value:0.50 .Average Fenestration SHGC: 0.70 Number of Stories: 2 Number of Dwelling Units- 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION FLOOR TYPES AND AREAS Construction Type Cavity Sheathing, Exterior Conditions/Descripti Non -Slab Component Insul Insul Total Assembly Type R -value R -value- R -value U -value Location/Comments Door. 0 -- 3.03 0.330 Outside Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0,.065 Outside Wal 1' 19 0 15.38 0.065. Outside Wall 19 0 15.38 0.065 outside Ceiling 30 0 32.26 0.031 Attic Floor 19 0 27.03 0.037 Crawlspace FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti Non -Slab 975 Yes Crawlspace. FENESTRATION Area G- Interior Exterior Overhangorientation tc, ('ft2) value"Panes. Shading Shading, and•Fins Window. East 92.5 0.500 2 Standard BugScrn. Overhang Window East 20.1. 0.500 2 Standard BugScrn overhang Window North 25.0 0.500 2 "Standard BugScrn Overhang Window West 75.0 0..500 2 Standard BugScrn 0 rrtari��'� g��"V Window West 20.1 0.500 2 - Standard BugScrn Overhang Window South 97.5.0.500? Standard BugScrn I � Qveerhangr,i, � Skylight 4.0 0.500 Standard BugScrn n'EDe — v CERTIFICATE OF COMPLIANCE: Residential Paye 2 CF -1R Project Title: NETTLES - ----Run: -068-----21_Mar_00 THERMAL MASS Type Exposed? None HVAC SYSTEMS Area Thick (Ft2) (in) Location/Comments ------------------------------- Type -------------------------- Furnace Air Gond. -- central split WATER HEATING SYSTEMS Duct Location Efficiency I and R -value 0.80 AFUE Attic R-4.2 12.00 SEER Attic R-4.2 Distrib Water Water 4 of Energy Volume System Name Type Heater 'game Heater Type Htrs Factor (gal) - Standard Gas Standard StandardGas. Storage gas 1 0.52 50 WATER HEATING SYSTEMS MISC Solar savings Solar systemWood stove Wood stove . System Name fraction type boiler? boiler pump? Standard Gas -- No No OILER DETAILS Rated Pilot Recovery Input Standby Tank Light Efficiency AFUE (kBtuh) Loss R -value (Btuh) WATER HEATER/B Water Heater Name StandardGas 79o 36.00 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul Systeri!hame Type Number run (ft) than (in) t.hck (in) R -value None 1. C*Uf&v J fps CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Ng1'1'C.ES Run: 068 21 -Mar -00 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 devices must be installed for inspection. ?: Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. -------------------------------------------------------------------------------- CO`'IPLIANCE STATEMENT This certificate of.compliance lists the building features and performance, specifications needed to comply with the Energy Standards in Title 24, Parts l and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and.Notes section. DESIGNER OR OWNER Scott Jackson Evergreen Development 389 "A", Connors Ct.. CHICO 530-894-5590 Certif' atio; Ga Signe4 Date ENFVRCFMFNT -AGENCY Name Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR Scott Jackson EVERGREEN DEVELOPMENT 389 ste. A Connors Ct. Chico Cal. 530-894-5590 Signed Date ` TES ���. COMPUTFR METHOD SUMMARY ------------------------------- Page 1 C -2R ------------------------------------------------- Project Title: NETTLES Run: 068 21 -Mar -00 Project Addres.S: DOE MILL RIDGE Volume NETTLES FOREST RANCH, Thermostat Height Name Building Title: NETTLES Type. Building Permit # Document Author: Scott Jackson HOUSE 1563 Telephone: 530-894-5.590 CEC„Standard 810" Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 Surface .— ENERGY USE SUMMARY (kBtu/ft2-yr) Slr Energy Use Standard Design Proposed Design (ft2) value Space Heating 19.07 17.01 Gns Space Cooling 16.76 18.34' Water Heating 15.32 15.32 Door -------- -------- Complies Total 51.16 50.68 Yes GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation:. Glazing Arca, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type. Number of Conditioned Zones: Total Conditioned Volume: Ground Floor Arra: BUILDING ZONE INFORMATION 1563 ft2 910", ft -in SFD' Single Family Detached 9.0 deg' (East) 21.4% 0.50 0.70 1.00 2 'Raised'floor 1 14067 ft3 975 ft2 A aVED Floor Vent Zone. Area Volume Thermostat Height Name ( ft2 ) ( ft.3 ) Type. Type (ft) HOUSE 1563 114067 Conditioned CEC„Standard 810" OPAQ17E SURFACES Surface Arra U- Insl Total Tru Slr Construction'' Type (ft2) value Rval Rval Azm.Tlt Gns Type Location/Comments Zone = HOUSE Door 20.0 0.330 0 3 90-90 Yes CEC 30 -Wood outside wall 247.4 0.065 19 '15 90 90 Yes W19. 2x6 .16 O_%Yt!s� d?e UUa N11 `tA Wall 423.0 0.065 19 15 0. 90'Yes W19.2x,6:16 Outside wa11 384.9 0.065 19, 15 270 90 Yes W19.2x6.16 A aVED Paye 2 C -2R COMPUTER METHOD SUMMARY project 'Title: NFTTLFS - -------_Run: -068-_----21_Mar_00 OPAQUE SURFACES,continued Surface Area U- Insl Total Tru Slr Construction Type (ft2) value Rval Rval Azm T1t Gns Type-- Location/Comments - Wall 382.5 0.065 19 15 180 90 Yes W19.2x6.16 outside" Ceiling 1382.0-0.031 Azrn 30 32 -- 0 Yes R30.2x4.24 Attic Floor- 975.0 0.037 19 27 -- 180 No FC19.2x8.16' Crawlspace PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments None FENESTRATION SURFACES Glazing Fenestration Area Tru Ogen Frame Charact.r Name Type "(ftI) Azrn Tlt Type Type Name Comments Zone = HOUSE FRTG1 Wind 1-1.5 90 90 Slider Vinyl DBL -VINYL FRTG2 Wind 12.5 90 90 Slider Vinyl DBL -VINYL FRTG3 Wind 12.5 90 90 Slider Vinyl DBL -VINYL FRTG4 Wind 12.5 90 90 Slider Vinyl DBL -VINYL FRTG5 Wind 12.5 90 90 Slider Vinyl DBL -VINYL FRTG6 Wind 15.0 90 90 Slider Vinyl DBL -VINYL FRTG7 Wind 15.0 90 90 Slider, Vinyl DBL -VINYL FRT -DR Wind 20.1 90 90 Hinged WdDoor DBL -VINYL RGTG1 Wind 12.5 0 90 Slider Vinyl DBL-VIKYL RGTG2 Win(1 12.5 0 90 Slider Vinyl DBL -VINYL BACKGI Wind 20.0 270 90 Slider Vinyl DBL -VINYL BACKG2 Wind 4.0 270 90 Slider Vinyl DBL -VINYL BACKG3 Wind 8.0 270 90 Slider Vinyl DBL -VINYL TEMPERED BACKG4 Wind 8.0 270 90 Slider Vinyl DBL -VINYL TEMPERED BACKG5 Wind 8.0 270' 90 Slider Vinyl DBL -VINYL TEMPERED BACKG6 Wind 6.0 270 90 Slider Vinyl DBL -VINYL TEMPERED BACKG7 Wind 6.0 270 90 Slider Vinyl DBL -VINYL TEMPERED .BACKG8 Wind 15.0 270 .90 Slider Vinyl DSL -VINYL TEMPERED BackG9 Wind 20.1 270 90 Hinqed" Wdnoor DBL -VINYL TEMPERED LEFTGI Wind 12.0 180 90 Slider Vinyl DBL -VINYL LFTG2 Wind 12.5.180 90 Slider Vinyl DBL -VINYL LFTG3 Wind 13.5 180 90 Slider Vinyl DBL -VINYL L:FTG4 Wind 12.5 180' 90 Slider Vinyl DBL -VINYL LFTG5 Wind 6.0 180 90 Slider Vinyl DBL -VINYL LF'TG6 Wind 9.0 180 90 Slider Vinyl DBL -VINYL LFTG7 Wind 9.0 180, 90 Slider Vinyl DBL -VINYL LFTG8 Wind 6.0180 90 Slider Vinyl DBL -VINYL t,FTG9 Wind 18.0 180 90 Slider Vinyl DBL -VINYL SUITE CCUNI SKY1 Sky). 4.0 -- 0 Fixed Vinyl DBL -VINYL 17 ��0 D COMPUTE14 METHOD SUMMARY Page 3 C -2H Project Title: NE,rTLES Run: 068 21 -Mar -00 ------ GLAZING CHARACTERISTICS Interior SHGC SHGC Glazing Charactr Glazing # of U- Shade Type Int Exterior Ext Name Type Panes value S I 1 HGC See -I --------- notes Shade Shade -Type -Shade ------ --------- DBL -VINYL Clear - 7 ----- 2 -- 7 -- 0.500 -- ---- 0,.720 Standard 0.660 BuqScrn 0.757 OVERHANGS Fenestration -------------------------- Above Left -Right Name .Height.width Depth Glazing Extension --------- Extension------------ --------- FRTG1 ------ 5101, ------ 206" ------ 710" --------- 4" 12'0" 26'6" FRTG2 5101, 2'6" 710" 4 15'0" FRTG 3 5' 0.. 2) ' 6 7' 0 4 laroll 2016". FRTG4 5'O.. 2'6*` Vol' 4" 33'0" 5-69-1 FRTG5 5F0" 26" 710- 4" 35'6" 310" FRTG6 0.- 3'0" 110*1 .114 Vol' 3'0" FRTG7 5'0" 310" 110" 114" Vol' 3'01' FRT -DR 618" 3.101, 28'0" 1010" RGTG1 5'0** 216" 414" '810" 21'6" RGTG2 590" 2'6" 11011 4'4" 19'0" 10v6" BACKG1 4'0" 5'0" 2'0" 4" 5101, 32'0" BACKG2 1101, 4'0" 2'0" 4 24'0'# 6ACKG3 6'0" 114" 2'0" 4" 19' ' 6 2112" BACKG4 610-1 1'4" 4" 24'0" 16'8" BACKG5 4'0- ''0" 2,0l', 194" 310" 23'0" BACKG6 3'0#1 2'0" 2'011 114.. 16'0" BACKG7 3'0" 260" 2'0" 1141, 13'3." 12'9" BACKG8 5'0- 3'0" 2'0", 1'4" 20'0" 510 BackG9 618" 3,0" 2'0" 1,14.1 20'0" 5101, LEFTG1 3'0" 4109- 7'0" 4" 23'3" LFTG2 510" 2'6•' 7'0" - 4" 25'0" 14'6" LFTC3 510" 2'6" 710" 4" X8'0" 1116" LFTG4 5'0" 2'6" 7'0@' 4" 3110" 8061' LFTG5 310" 210" 1101, 4'4" 10'6"' LFTG6 3'0" Vol, 4v4-1 lro" 16'0" LFTG7 310" 3'0" 11o.. 414" 16160# 12'6" .LFTG8 3'0" 210" ifoll 414" 20'0" 1010" LFTC-9 3'0" 6@0" 110" 11011 13'0" 13'0" FINS - -------------------------- Left Fin - Right 'Fin -------------------------- Fenestration Exten -Dist Exten Dist -------------------------- Fin, Fine above. to Fin Fin above to Name ------------ Height ------ Width ------ Depth, ------ Hcight g1vnq_qlzing ------ ------------------- Depth Height 91znq ------ ----- 91zing ------ None . Ir I "WED Aipffl%J COMPUTFR, METHOD SUMMARY Page 4 :.0-2R Project--Tit.lc.NETTLES -_ ===Run_-0682)_Mar_00 THERMAL MASS Vol Cond- Arra Thck Heat duct- Construction 7nsd Mass Name (ft2) (in) Cap ivity.Type Rval Location/Comments None SOLAR GAIN DISTRIBUTION fenestration Winter Sur.imer Targetted'' Name Fraction Fraction Thermal Mass Comments None HVAC SYSTEMS Duct Location System Name System Type Efficiency and R -value Zone - HOCSE GASFURN.80 Furnace: 0.80 AFUE Attic R-4.2 ACsplit12 Air Gond. -- central split 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water tt of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------ Standard—Gas Standard St.andardGas Storage gas 1 0.52 50 WATER HEATING SYSTEMS M1SC Solar savings Solar system Wood stove Wood stove .System -Name fraction type: boiler? boiler pump? Standard Gas -- -- No No WATER HEATFR/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light. .Heater Name Efficiency 'AFUE (kBtuh) Loss R -value (Btuh) StandardGas 76% -- 36.00 -- -- -- • COMPUTER Mk:THOD SUMMARY Page 5 C -2R " Project Title: NETTLES Run: 068 21 -Mar -00 HYDRONIC DISTRTBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number. run (f r.) diam (in) thck (in) R -value ---- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shadp.s are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating, duct register location: Ceiling. 3. Cooling duct register location: Ceiling. MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 1 Document Author : Evergreen Development 530-894-5590. Climate Zone 1 l Tote: Lowrise residential buildings subject to the Standards must contain these neasures regardless of the compliance approach used., Items marked with an asterisk (*) may e superseded by more stringent compliance requirements listed in the Certificate of Compliance. When this checklist is incorporated into the rmit documents, the features nificationoted shall be considered by all parties as n)ecomponent performance specs for the mandatory measures whether irmit :hey are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a) Minimum R-19 ceiling insulation. fill insulation manufacturer's labeled it -Value. ✓ 150(b): Loose *150(c): Minimum R-13 wall insulation in wood framed walls or apply equivalent.0-value in metal frame walls (does -not to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater no than 2.0 than 0.30, water vapor transmission rate greater ✓ perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. Fenestration Products, Exterior Doors -and Infiltration/ 116-17: exfiltration controls windows between conditioned and unconditioned , 1. Doors and spaces designed to limit air -leakage. Fenestration (except field fabricated) have 2. products label with certified U-value,,certified solar heat gain coefficient, and infiltration certification. windows weatherstripped; all joints 3. Exterior doors and and penetrations caulked and sealed. 16. ✓ 150(g): Vapor barriers mandatory in Climate Zones 14 and only. 150(f): Special infiltration.barr"ier installed to comply with Sec. 151 meets Commission 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 2. No continuous burning gas pilots'allowed. JUITE fn --J, Aver CJI MANDATORY MEASURES CHECKLIST: RESIDENTIAL MFAR Page 2 Document Author: Evergreen Development 530-894-5590. Climate Zone 11 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads'and faucets certified by the Commission. v 150(h): Heating and/or cooling loads. -calculated in'accordance with ASHRAE, SMACNA or ACOA. ✓ 150(i): Setback thermostat on alll`applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation. having an installed thermal.resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150 (m) : Ducts and Fans' 1. All ducts and plenums constructed, installed,.in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space.. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure - system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec.,150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems.serving conditioned space have either automatic or readily accessible; manually. operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off. switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating.., b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation ��� pump time switch. W.4 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) . JWTE COUNT '� b NC EPP%R NEW "ROVE MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 3 Document Author: Evergreen Development, 530-894-5590. Climate Zone 11 LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general.lighting in.kitchens shall have lamps with'an efficacy. of 40 lumens/watt or.greater for general lighting in kitchens. This general lighting shall be controlled by a switch on.,a readily accessible lighting control.panel at an entrance to the kitchen. ✓ 150(k)2: Rooms with a shower'or•bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched'at.the'entrance to the room or one of the alternatives to this requirement allowed in Seca 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved. ✓ T Ci) POM I T /` Y CO/At/ U. GI'LL F T/ CV ( O A, D VJ 13.E HOdK e - rr)aKv� J 014'x` ►D6 q Z - 23770 RE NTIAL e ; 063-240-045 c OOTSrro =i7; NETTLES , John :. 12594' Doe Mill -rd, Forest Ranch carport & ramada/mh - f ��/-7 t ►D6 q Z - 23770 RE NTIAL e ; 063-240-045 c OOTSrro =i7; NETTLES , John :. 12594' Doe Mill -rd, Forest Ranch carport & ramada/mh - f ��/-7 J=oK O=Not OK Not = Not Readyable MOBILE HOMES' Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements POOLS (Plans) OK except #'s 2. Soils; Special MH Support Sketch 1. Setbacks -Easements' 3. Sewer; Location -Test -Fall -C/O Concrete 2. Soils; Compaction -Structure Stability 4. Water; Location -Test -Easement Needed (Sketch) 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 4. Elec.; Receptacles and Lighting, Distances-GFI 6. Gas; Location -Test -Wrap: / /"L" (t. / /"Nat. or/ /" L"ft./ /"LPG 5. Elec.; Pool Lighting; 15 volts-GFI 7. Well Clearance & Disconnect 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 8. Utility Clearance 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ 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 Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances Card B-1 Date Card B-1 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. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card Date -B-1 Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS A RT GAR , (Plans)OK except #'s 1. Zoning Re ments-§,gibcEA.Easements 2. Foo ' gs; Soils -S' -De -Spacing-Connectors-Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. A ; Columns -Connections -Splice -Decal -Enclosures 6. C ts• VQnrWAs.n. ; 7. Electric 8. Frmg; Sils-Anchors- ds-Rf russes 9. Sidin ailing -Veneer -eco -Mesh 10. R. of; Shthg-Ro 11. Datdq'j,?� Card B-1 Date Card B-1 Date j jg'-9'� Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements' 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Ir J=OK O = Not OK -=Not Applicable Not Ready RESIDENTIAL (; = Date UNDERFLOOR (Plans) OK except If's 1. Zoning-Setbacks-Easements-Fldod-Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wra pped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except fr's 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ------------------ - ------------------- 19. Shower Pan; Test. First Floor -Tub Access 20. Test -Tub &---- Shower. -- Second Floor -Tub Access ---------------------- ------------------ 21. Gas Pipe: Size & Anchors -------------------- --------------------------------------------------- Date Card B-1 Date_ Card B-1 ---------------------- --------------------------------- DateCardDate Card Date ELECTRICAL (Permit) OK except k's 22. Fixture & Transformer Clearance -Ins. Protection .--------- -------------- -------- --------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled --- - --------- ------------------------------------------- ----------------- 25. Romex Installed Close to Edge of Studs & C.J. ------- ------------------------------------------------- 26. Equip Ground made up w!Mech. Fastners-Bond Gas & Water - ------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI _ -------------------------------------------------------- 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ! / ga. Cu or At -------------------------------------- - - ------------------------29. Range Circ ! / ga Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------------------------------------------------- --------------- ---------- - - --- -- - 30. _Service -Riser Conductors & Ground -Main Disconnect ----- ------------------------------------------ 31. Equip Clearances Panels-Motors-Mech. Equip. ----------- ------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ------------------------------------------------------------------- ---- - -- 33. Smoke Detector ------------------------- ------------------------------------------------------ Date Card B-1 Date Card B-1 --------------- ------ -- ---------------------------------------------------------- Date ------------------------------------------------------ Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except u's 34.- A. -C.- Ducts Insulation ------------------------------& --------S----upport ------------------------------------- 35. Vent Fan: Exhaust above insulation -------------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade --------- ---------------------------- ----------- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ----------- ------- ---------------------------------------------------------- 38 Attic Access & Platform if Furnance in Attic ------------------------------------ ------ ----------------------------------- Date Card -B- 1 Date Card -B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ra's 39. Sils. Proper Material & Anchors ------- ----- ------------------------------------------------ -- --- ---- - 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------ --- ------------------------------------------------ 41. Bearing Walls over Girders & Floor Nailing ------------------------------ --------------------------- 42. Draft -Stop -in--Walls-(rat-proof)- - -------------------------------- ----------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ----------------------------------------------------------------------------- 44. Headers & Beam -Size & Bearing n jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Oing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins, Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection _ 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers __-------- _ 55. -Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access -------------------- - _ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -------------------------------- Date------ --Card B-1 Date Card B-1 ------------------- -- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ti's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector -------------------------- 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65.--G.-F.1' & Bath Fixtures & Tub Access -Spa ----- 66. Elec. Trim & Subpanel; Breaker Sizes & Labels -------------------- 67. Stairs & Rails -------------------------------------- - 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel: Int. & Ext. --------------- 70. Kit.Fixt & Appliance; Grnd.-Air Gap -Cooking Clearance - --._...------------------------------ - - - 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing -Landing -Closer ----------------------------------------- 73.--A.C. Duct in Garage -Damper ------- ------------------------------- ---- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb. Elec. & Mech Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection -------------------------------- ---- 7;. Insuiation-Foam-Looked in Attic ❑ Yes ------------------------------------------- 78. -Guard -Rails & Deck -Construction- Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ....... --------------------- -------------------- - 80. Followinginstld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No -------------- i31. Stucco Brown -Finish ----------------------- -- -- 82. A.C. Unit: Disconnect. Electrical, Plumbing ------------------------------------- 83. ----------------------------------83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim: G.F.I.Receptacle-Underground 86. Ventilation Throughout House - --- ------------------------------------------- 87. Glass Protection ... _ --------------------------------------------- 88. Corrections from Previous Inspections ------- ------------------- ---------------------- 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ----------------- ------------------------- --- ---- Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 ----------------------------------- --- -- Date Card B-1 Date Card B-1 Comments at Final: •, I COL',,Y OF BUTTE -'DEPARTMENT OF PUBLIC WORKS PERMIT N0. 7 Cour, ' ;enter Drive - Orovllle, California 959E-5 - Telephone: 916,538.7541 APPLICATION AND PERMIT �! ASSUSSOR I \ • 063-240-045 `" ZONING TM -10 ^r BUILDING PERMIT OWNER John Nettles TELEPHONE 894-0795 SO. FT. OCC. BUILDING VALUATON 516 C 6 708.00 OWNER'S MAILING ADDRESS P.O. Box 701 Forest Ranch 95942 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $6,708.00 FIIIng Fee $ 15.00 LENDER'S MAILING ADDRESS - Permit Fee $ 75.00 ARCHITECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee Energy Plan Checking Fee Penalty $ 37.50 $ $ BUILDING ADDRESS Permit tee $ 127.50 PLUMBING PERMIT Filing Fee 15.00 12994 Dop Mill Rd.. Forest Ranch Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other C:arnnrtBuilding sPECI FY Gas piping system 1 - 5 outlets 5.00 sewer 15.00 Mob le Home S I G I W @ 15.00 TYPE OF WORK New -r, Addition ❑ Remodel[] Utilities❑ Installation❑ Other[] Describe work: Carport/Ramada _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO IOOOA/ _ 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ,--,r fn'—(,I I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP.& OR ACDNS. ( ACC. BLDGS. 3.60 sq.f[. NEW CONST R. ULT' -OUTLET NON.RESID, BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 760 FIXED APP ESI' OR Ex. Occup. OUTLETS (RESID.) EA.) I 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. IVirin 9 '15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte againstTOTAL , all liabilitie j dgments, c xpenses which may in any way accrue against sai Co ty in e u nce o th granting of this permit. n X Date 7-6 -?< ;gnat a Of Applicant — Owne ' CO tractor ❑ Agent ❑ A SHA permit is required for a cavations over 5'0" deep and demolition or construct - On of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE FEE $ 127.50 HAz DFEES IMP FLOOD I COF I PARCEL P0,I Iss This permit is hereby issued under the cions of the Butte County Code and/or work indicate abo a for which fees EC OR F BLIC BY PER IT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 117536 WHITE:O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT TO, Auildinac Dgvartment FROM: Environmental Health SUBJECT: Sanitation Clearance IIf f%.. •l �- l 4 "Y1� Owner Location -APO Plan ;Approved for: Sewage Disposal, Water Supply Bold final for : Water Supply Final clearance, O.X. for: Water Supply . Cleaxaace tar 'bedroom mobile home. -other, 7;7,.,: Z, ,I /LA 4IIL". 'NOTE wsw Sanitarian Date :"s 8 .i CrOUNTY OF BUTTE - DEPARTMENT OF PUBLICWORKS- BUILDING DIVISION 7 COUNTY CENTER DRIVE - ORVE, CALIFORNIA 9596�-E�EPHONE (916) 5387541 PERMIT APPLICATION DATA SHEET - OWNER �>ol `v C/77-ZCj S A No. Proposed Building Use �", Building Inspector Date 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 . ..................... I.................... Plot plans, 3/4 sets, signed by preparer of plans . ........................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet,signature.on plans. ........ r.... 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ .......................................... 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13 lood elevation letter (100 year floo y 1--ljfornia Engineer . ................. . Sanitation and plot plan approv, / (J Health Department . .....:...... - 7- -00515. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. ... . Pre -Inspection request 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Namb Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ) ............ `- 24. Recorded copy of Agricultural Acknowledgement Statement. '' 25. Letter of signature authorization. ... .........`.......... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use. .... .I.`......... ....................... . 28. Mobilehome utility clearance . .................. �..... , . 29. Documentation of legal access. .1 . . . . . . . . . . . . . . . . . . . . . . . . . .............. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits.....................:>A................ . 32 Plan check list . ..................................................... 34. i When you issue t r ces as follows:(110 Telephon and hold for pickup Other Parcel Creation Acreage Copy of Haz-Mat form sent Health Dept. F Copy of plans sent Health Dept. Fire Dept. The following data must be su 1. Index permit for above item 2. Additional items required:_ prior to e� Mail to contractor. offices Deliver with inspector. Air Pollution Date Other Date checked above). Date //6/'72-�, By. Contractor, designer, owner, was advised of above required data by _ phone _ mail Co nter by ate % Contractor, designer, owner, was advised of above required data by _ phone _ mail unter by _ Date Plans checked by Date Plans approved�b Date / Sets of plans on hold in File cabinet AP folder j Copy - Department of Public Works / —,7 COUNTY OF BU TE EPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 915.'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PA EL NUMBER -_ ZON BUILDING PERMIT ow Eg , TELE HONE SQ. FT. OCC. BUILDING VAL ATION OWN •s M IL N AxDDRESS � COCTOR'S _ /f /1( TELEPHONE CON -T'RACTOR'S MMAAILLIAODRESSS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 15,00 LENDER'S MAILING ADDRESS Permit ;Fee g ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty g BUILDING AD s / LL permit tee , $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE/ SF [IDuplex❑ Mobilehome❑ Other k& y��/,,/ y le T SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S 1 GJWJ @ 15.00 TYPE OF WORK Newl j Addition;_; Remodel❑ Utilitie, Installation I Other ❑ r2 ZI Describe work: (�:A ip,PP Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service Zoon OR LESS 18.50 Main service 20GATO IOOOAI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed 'under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification Lf I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) = ❑ I, the owner, am exclusively contracting with licensed contract- ors.. ( (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.E\ 3.6d sq.ft. OR ACDNS. l ACG. BLDGS. / ' NEW CONSTR ULTI.OUTLET @ 5.00 NON.RESID BRANCH CIRC ITS /POWER APPARATUSe� \SINGLE OUTLET CIR. Ex. Occup( OR FIXTURES I 20 760 HA Ex. Occup. OUTLETS FIXED ( R RESID 1EA.� i 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. F -]I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in an wa accrue against said County in consequence of the granting of this permi . X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ t,Az DFEES IMP FLOOD COF PARCEL P HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do Work indicated above for which fees have been paid. ` DIRECTOR OF PUBLIC WORKS By DatePERMIT EXPIRES Date Receipt No. WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOL DENROD-APPL I CANT COUNTY OF BUTTE - Di -Apartment of Public Warks '',7 County Center 'Drive, Oroviile, CA 95965 Phone: 916-338_7541 OWNER -BUILDER VERIFICATION" " 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 -lab or and materials for construction of the proposed property improvement (yes .or no) 2. I (have/have not) 14 0 . 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 Address City Phone Contractors 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 Contractors License No. 5. I will provide some of the work but I have contracted (hired) the,followirig' persons to provide the work indicated: Name- Address ,Phone Type,of Work Signed Property Own Social Secu ity" tuber 5/ 5�l Date• 9-2- NOTE: 2NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit.' AUG -17-9 / MON 14:S�Env Health -Chico 9168956512 1 � This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes oi• alterations on same with- • out written permissiori from the Department of PubticWorks,•Couniy of Butte. N0Tf:—A9 Materials & Workmanihip Shall.8o in { Accordance with.' Recognized • Good • Practices and of a qucility prescribed for the • Specified use .in the Locatizn of stru aurae &Q %:::. Unlferm Building, Plumbing &-MechdicW Codes and �e ?;trtPrvt shall be aa*shb", • •theNational. Electrical 'Codeo . & Glee c�f'all easernents. /0 Sxb61ft6W 60 A op� / GA+4PaKr Ik 6e ., ', ;; GEAL� ' ��,vE'S � 56�x cwt � p�t�l uG'� • , •'APPROVED. .. Y nvironmentel 4a1f�1 1 • Bu�fe bounty � Q�� • - ' � l / 1 A/0— 7`0 S G4 C,z 4)r -)r- AIS Lc. XL0Ai] r �•.I. as � � ; 24- i - Lt . r I SUITE COUNTY qUILDING ED P..p 1 1111 I � ;: II �I II ;� i• II � lil � II i � I , E : � w � 1 � II ! If. C• ,�►� � III � �f'I C; f !I� � ji �� �•� r Ili lil : .. l � i ! i ! `'T-; ! I IIi ;; I �; I J jili° f ! ! ! �, OZ7--j II` ! li! ! ►; 'I I'l ill ! ! i i 1. I • iI!' ! I'l t !; . - j cu I ► ,;4 ij �!! �ij '! tu I Ij j J fII. � ,� ' � ! • 14 • j , li J SUITE COUNTY qUILDING ED P..p S 7L ITCHID POSTS GX 1 [] ` -- 21 -- i Ln ITCHID POSTS GX 1 [] ` -- 21 -- REDWOOD OR _ POST BASE P. T. POST ✓' _ SLAB FLOOR POST BASE /, %• 1 STANDOFF % i 12' MIN 1 I 12' AMIN BU.1 .POST .FOOTING ON SLAB � �""' � Z � 0� POST FOOTING — NO SLAB FL EXPOSED TO .W-THER OR GVATER SPLA ,OR IN BASEMENTS f RESIDENTIAL POST. AND PIER FOOTING DETAILS~Ki--°a 91 ATE . 4/92 BUTTE COUNTY BUILDING DEPARTMENT 0WG: srOFTG2 S7D 12.2 J=OK O=Not OK Not = Applic Not Readyable MOBILE HOMES Date MOBILE HOM ILITIES (Plans) QKe6cept #'s 1. Zon 015Lquirements-Setb s=Easements 2. S Sp�al MH Support Sketch 3. S Location-Test-Fall- oncrete 4. Water; Location-T asement Needed ( etch) lectricity; Loc -Clearences-G n blj4mp-Concrete 6. Ga4&- Lac L-Kell Clearance & Disconnect Lid<ty Clearance Dat8_1 �j -q3 Card B-1 Vo 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. Exits; Insp.-Sketch 10. Cert. of Occupancy C Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ' MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements . 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK - = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) ' = Date UNDERFLOOR (Plans) OK except k's Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties-Purlin -roof Brac-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties r. Type A Flue -Fireplace Throat clearance ____ _p 4. Ftg., Porches &Decks; Soils -Steel-/ /Ftg. Depth re48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -.lockouts -Wrapped -------- 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except h's 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection - - -------------- 18. D.W.V Test -Fittings & Anchor -Nail Protection - --------------------- -------------- -- 19. Shower Pan; Test, First Floor -Tub Access -- - - - - - - 20. Test -Tub & Shower. -Second Floor -Tub Access ------------------ ------- ---------- 21. Gas Pipe: Size & Anchors --------- ------------------------------------------------------- Date Card B-1 Date Card B-1 --- ---------- --------------------------- --------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except fr's 22. Fixture & Transformer Clearance -Ins. Protection - - ----------------- ---- - ----------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ---------- ---------------------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled ---------------------------- ---------------------- ---- 25. Romex Installed Close to Edge of Studs & C.J. --------------------------- -------------------------------- --------------- 26 Equip. Ground made up w/Mech. Fastners-Bond Gas & Water •----------------------- I ------------------------------------ ------------------------ 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI -------------------------------------------------------- 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size i / ga. Cu or Al ----------------------- --------- ---- ----------------------------- 29. ----------- - -- --29. Range Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 No --------------------------------------- -------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ---------------------------------------------- 31. Equip Clearances Panels-Motors-Mech. Equip. 32. -Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ---------------- ------- - - ---- -------- -- ----------------------------- ---------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except u's 34. A.C. Ducts Insulation & Support 35. Vent Fan Exhaust above insulation --------------------------------- 36. Condensate Drain & Overflow: Size & Grade --------- --- -------------------------------- 37. -------------------- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -- ------------------------------------------- -- 38 Attic Access & Platform if Furnance in Attic --------------------- -------------------- - ------------------------------------ Date Card -B-1 Date Card -B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except h's 39. Sits. Proper Material & Anchors ------- ------- -------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound --------- ------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing .--------------- ----------------------- --------------------- 42. Draft Stop in Walls (rat proof) --------------------------- -- -------------------------- --------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ----------------------------- - ------------------------------------------- 44. Headers & Beam -Size & Bearing 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing _ 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ----------------- --- _ _ 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic _ 58. Shear Walls; Nailing -Bolts _ 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date _ _ Card B-1 Date _ Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65.-.G.-F.I. &_Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ----------------- ------------ -----____________ 67. Stairs & Rails _ 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel: Int. & Ext. -- ------ - - I ----------------- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance - --- - - ----------------------- ---- - 71. Elec. Outlets & Receptacles at Kit. Counter - -------- - - ------------------------ ---- 72. Garage Fire Door: Swing -Landing -Closer -------------------------------- --- A.C. Duct in -Garage -Damper -- --------73.-- -------------- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection ------------------------------------- - 75. Plb.. Elec. & Mech._Equip. Listed for Location ------------------------- 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes ------------------------------------------ -- 78. -Guard -Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive O Yes ❑ No; Walks ❑ Yes ❑ No: Planters Yes No 81 Stucco: Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing ----------------------------------------- -- --- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect. Electrical, Plumbing ---------•------------------------- P 9 --- 85. Exterior Elec. Trim; G.F.I. Receptacle- round 86. Ventilation Throughout House 87. Glass Protection -------------------------------- 88. ------------------------------88. Corrections from Previous Inspections - - - --- ----- -------------------------- 89. Gas Test -Meters Tagged: Gas -Electric ---------- --- ---------- ------------- --------_ 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ----------------------------------------- --- -- Date Card B-1 Date Card B -1 ----------------------------------------- ----------- Date ________ Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 959E•5 - Telephone: 916.'538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 063-240-45 ZONINGS -TM-10 BUILDING PERMIT IN CONTRA CTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 959E•5 - Telephone: 916.'538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 063-240-45 ZONINGS -TM-10 BUILDING PERMIT OWNER TELEPHONE John Nettles 894-0795 S0. FT. OCC. BUILDING VALUATIO OWNER'S MAILING ADDRESS P.O. Box 701 Forest Ranch 95942 CONTRA CTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS - Filing Fee Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $.-20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 12594 Doe Mill Rd., Forest Ranch Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. 7SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF [—IDuplex❑ Mobilehome® Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W 2@ 15.00 30.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities] Installation❑ Other ❑ Describe work: MHU TT Permit Fee $ 5.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600v OR LESS 18.50 200A OR LESS Main service 200ATO1000AI 37.50 CONTRACTORS LICENSE LAW penNEW alty I declare under of perjury check one): perjy ( ) ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification jjy���///lll '/'� 1, as the owner, or my employees with wages as their sole compen- �`sation, will do the work,and the structure Is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUPM 3. OR oR ACDNS. l ACC. BLDGS. / NON.RESIO, BRANCH CIRCMULTI-OUTLEUITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20 764 FIXED APPLNS. OR EX. Occup. OUTLETS (REST D.1 EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 9 s Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Noice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. �-� Contractor qce MECHANICAL PERMIT Filing Fee 15.00 Heating ,Conlin g Hood 6.50 Ventilation �errnit Fee $ contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilitie judgments, co expenses which may in any way accrue against sal Co ty in c quence of h ranting of this permit. 7 — 6 — 9Z Sign re of Applicant — Own Contractor ❑ Agent ❑ n OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspectio e $ occ con, T PE TOT 'L FEE $ 113.50 HA o es IMP F o0 c0P PARC P Ho Issue This permit is hereby issued under the applicable provi- � sions ions of the Bu Count Code and/or resolutions to do .nrork indic a abo f r which fees have been aid. p I OF PUBLIC WORKS 3y �-- Date Fly � 'ER EXPIRES Date e— - Q3 Receipt No. 117536 WHITE-D.P.W., YELLOW- ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT j TO: Building Department FROM: Encroachment Permit'Sec`tion 'RE:. Driveway Clearance owner location Driveway permit 1��w�/ e�Pd _ has been issued for the above property. date s' ature .i - � 1 COUNTY OF BUTTE -DEPARTMENT OF}PbBLIC WORKS -BUILDING DIVISION . i t 7 COUNTY CENTER DRIVE - OROMILLE, CALIF •.RNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPL-ICATIONZATA SHEET e ,/ OWNER l ' JV `S No. +� — 7 c Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED By All items have been submitted . ............... :......................... 2. Plot plans, 3/4 sets, signed by preparer of plans. .......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ ...........:•.............................. 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) ba4if,Ornia Engineer. ........... . .,sanitation and plot plan approv CuJ Health Department . ........... . 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. . 17, Planning approval for (A) Use: (B) Parking: . ........ ontact Land Development about (A) Improvements (B) Drainage. . 910Driveway permit (construction approval required prior to occupancy). .. 20. Pre -inspection for to Building lnson, reque required. . to Building lnspedor (Dale) 21. Contractor's license information. (No.,,Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 'Owner -Builder Verification (Given to owner Mail to owner _)............ ecorded copy of Agricultural Acknowledgement Statement. ................... 25. Letter of signature authdrization. 26. Copy of recorded deed of parcel'creation and 60 right of way to a public road. ..... 27. Letter of intent on%building use. ...... ................................... 28. Mobilehome utility clearance. .. .... N ................................ . 29. Documentation of legal access.. :......... ........ ....................4 30. Documentation of 50% subdivision developed or (A) RoA impfovements completed and (B) Parcel meets -zoning area and frontage requirem°ent's. .............. 31. Existing violations/expired permits. .................... . ................... 32. Plan check list . ...................................................... 33. 34. When you issue the permit, process as follows Mail to wner. Mail to contractor. Telephone and hold for pickup at officer Deliver with inspect r. Other Parcel Creation f �� Acreage APp1icant Date Copy of Haz-Mat form sent Health Dept. Fire D-ep . Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: R Contractor, designer, owner, was advised of above required data by _ phone —mail Counte by_ Date Contractor, designer, owner, was advised of above required data by _phone _ mail u r by _Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovllle, Callfornla 95965 - Telephone: 916.'538-7541 APPLICATION ANO PERMIT A9SESS07 PARCEL NUMBER Zp R�� BUILDING PERMIT OWNER EPHON S0. FT. OCC. BUILDING VALUATION OWNER'S A.7 ING GORES CONT ACTOR'S RAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADORZEg /LL Permit fee $ I PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.001 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME - PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S W @ 15.00 �, Q TYPE OF WORK New❑ Addition;_; Re odel❑' /Utilitie Installation❑ Other ❑ Describe work: V Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 20GATO 1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure isnot intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUR.&\ 3.6d sq.ft. OR AOONS. l ACC. SLOGS. / NEW CONST ULTI.OUTLET NON.RESID. BRANCH CIRCUITS) @ 5.00 (POWER /POWER APPARATUS &) OUTLET CIR. Ex. OCCUp�OUTLETS OR FIXTURES 20 76d A EX. Occup. OUTLFIXEETS IRESI0 A.) ARPLNS. OR I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or con3truct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ 1 CONST TYPE I TOTAL FEES 3.S HAz 1 0FEES I IMP FL ZOF PA CEL Po' HD ISSUE This permit is hereby issued under the applicable provi sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. f —] 0-5 � wHl�e•o. P. w.. Te�Low-♦ssr ssen DIN[-IUSO�fino ,.,., .. �..-...._.--, .�.... COUNTY OF BUTTE - Department of' Public Works 7 County'Center Drive, Oroville, CA .95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION 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 maj.or,labor and materials -for cbnstruction of r the proposed property improvement (yes• or no) I (have/have.-not) HAVE signed an application for a building permit r: for the' Proposed work., 3.. I -have contracted with the following person (firm) to provide the proposed construction: Name. ' Name , Address r City Phone Contractors License No. ' 4. ,I 'plan "to provide portions of this work, but' I have hired tthe following .pers,o.n K.. to. coordinate,`supervise, and provide the major work: Name , Address City Phone Contractors License No. ' 5.. I will provide some of .the work but I have contracted (hired) the following'• persons to. provide fthe work indicated: Name Address a Phone -Type of Work, • t . ...Signed Property. Own Social Sec u ity tuber, ` Date _ �_ NOTE: This Owner-Builder_�Veiification is sent to you as required by .Sections 19831 and 19832 of the California Health and Safety Code. - This verification must be completed and returned•to our office before we are'per mi.tted to issue' the permit. Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance,... Owner Location AP# r Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final'.clearance O.R. for: Water Supply Clearance for bedroom mobile home: Other--�,►.{.0�--_ NOTE 7-K 7 `7 L_- Date Sanitarian NOTARY ACKNOWLEDGEMENT State of California I(�'rr�,,, County of _l J�,��fT1F' SS. ,��Is�•®®©a®©®®state®®o®®tnta••el® • M SOPHIA K. PFLU n � A NOTARY PUBLIC -CALIFORNIA Butte County In My Commission Expires Feb. 17, 1895 1 (This area for official notarial seal) personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my and official seal. ( � a All that real property situate in the CounLy of, Butte, State of Culifdrnio' '|r�criLis � ["llowe: � PLEASE SEE ATiACHED LEGAL DESCRIPTION MARKED EXHIBIT"A" Date(7-2-� Stute of SS' ^ County of ` On this the dE the uudetai8Notary PROPERTY OWNERS: ] , h,{urc me. Vi, peraonally apDeared E] Personally known to. ' �-� Pr^ved c� me on the bxsJ s of satisfactory evidn/�c. Lo be the person(s) whose name(s) subscribed to the within instrument and acknowledged that. , . executed the same for' the purposes tbe'reiu contained INW170CSS WHEREOF, I hereunto set my buod and official seal. ' PreaenL A.P. No. Notary Publ-ic: � 0��/���� a' ' ��~��/u .4� u ,�U,,�Lo DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT .Section 76-8'l of the Butte County "Code requi�ea-thia acknowledgement be recorded prior to iaeuance of o building permit.' ` � 92-0319601 Rec Fee 1�^ OO 1'he property described herein is adjacent ) Cash 14.00 to land or included within an area. zoned Recorded \ [or a&ricvkural Purposes, and reaideot.s official Records | of d`ia yn/yccty may he suhjecL to incon- | »rniencvs or discomfort arising from the County of . use of a i 1tural chemicals, including,, Butte � but not 1,imi.Led to herbicides, pesticides,. Candace J. Grubbs I and ferLj]iuerm' and from the pursuit \ Recorder | ' I�0BL ���K 4 of ag,ic"]�uzu` operations including,. - � '�:1��� / 1o5-�xxl-��2 I but not. i�mi,ed to cultivation, plowiu8, ``--------'---------_----------- ayruying, prvoiu8, and harvesting which ' occasionally generate dust, smoke, noise, and odor. Butte Counthas eatobli'ahc'| aXri.cu|_ ` Cucal zones which have as a priority use for productive agricultural purposes, axd reaiJex�o ' vithin said zones and on adjacent property should he prepared to accept euch inconvexiencc or- discomfort from normal, necessary luon operations. � All that real property situate in the CounLy of, Butte, State of Culifdrnio' '|r�criLis � ["llowe: � PLEASE SEE ATiACHED LEGAL DESCRIPTION MARKED EXHIBIT"A" Date(7-2-� Stute of SS' ^ County of ` On this the dE the uudetai8Notary PROPERTY OWNERS: ] , h,{urc me. Vi, peraonally apDeared E] Personally known to. ' �-� Pr^ved c� me on the bxsJ s of satisfactory evidn/�c. Lo be the person(s) whose name(s) subscribed to the within instrument and acknowledged that. , . executed the same for' the purposes tbe'reiu contained INW170CSS WHEREOF, I hereunto set my buod and official seal. ' PreaenL A.P. No. Notary Publ-ic: F 0 - -4 SCHEDULE C 92-31960 Z Order No. 2-151610 The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: Being a portion of the Southeast quarter of Section 17, Township 23 North, Range 3 East, M.D.B. & M., more particularly described as follows: Parcel 3 as shown on that certain Parcel,Map filed in the office of the Recorder of the County of Butte, State of California, on September 18, 1980, in Book 79 of Maps, at pages 3 and 4: RESERVING THEREFROM a non-exclusive easement for ingress and egress and for public utilities.as shown on the Map referred to herein. ALSO RESERVING THEREFROM a non-exclusive easement for water line, for, ingress and egress and for maintenance purposes over a strip of land 20.00 feet in width, lying 10.00 feet on each side of the following described centerline: Running parallel to and 40.00 feet Easterly of the centerline of .the road and utility easement of Lots 1,' 2 and 3 as shown on Book 79 of Parcel Maps at pages 3 and 4. The strip of land in this easement lies between the East boundary of the aforementioned road easement and that line described as the building setback line of Lots 1, 2,,and on•the aforementioned Map.s This easement benefits Lots 2, 3 and 4. PARCEL II: A nonexclusive easement over the following described property: Being a portion of Sections 17 and 20 in Township 23 North, Range 3 East, M.D.B. & M., and.more particularly described as follows: A strip of land 60:00 feet in width, lying 30.00 feet on each side•of the following described centerline: Commencing at the center of said Section 17, Township 23 North, Range 3 East, M.D.B. & M., as shown on that certain Parcel Map for Anthony Santos, on sheet 2 of 3 sheets, and recorded in the office of -the Butte County Recorder in Book 63 of Maps, at.pages 54, 55 and 56; thence from said point, along the East, West centerline of said Section 17, South 89° 27' 12" East, 531.22 feet to the centerline of Doe Mill Road and the True Point of Beginning for the centerline herein described, said True Point of Beginning being an intersection with a 200.00 foot radius curve, concave to the East, tangent of which, at this point, bears South 11' 18° 58" East; thence from said True Point of Beginning and along the centerline of said Doe Mill Road and the arc of said curve, through a central angle of 4° 05' 01", an arc distance of 14.25 feet; thence South 15" 231 59" East, 431.73 (Continued) I .• ..: �• .... _ren � _..._ �� •� 90-42884 92-31960 ;.:.:...... '*-3 Order No. 2-151610 feet; thence along the arc of a 100.00 foot radius curve, concave to the Northwest, through a central angle of 43° 49' 59", an arc distance of 76.50 feet; thence South 28'-26' 00" West, 1.49.55 feet; thence along the arc of a 100.00 foot radius curve, concave to the Southeast, through a central angle of 29° 32' 10", an arc distance of 51.55 feet; thence South 1° 06' 10" East, 702.62 feet; thence along the arc of a 100.00 foot radius curve, concave to the Northwest, through a central angle of 680 48' 52", an arc distance of 120.10 feet; thence South 67° 42' 42" West, 54.06 feet; thence along the arc of a 100.00 foot radius curve, concave to the Southeast, through a central angle of 28° 03' 30", an arc distance of 48.97 feet; thence South 39° 39' 13" West, 89.80 feet; thence along the arc of a 150.00 foot radius curve, concave to the Northwest, through a central angle of 20° 14' 28", an arc distance of 52.99 feet; thence South 59° 53' 41" West, 204.93 feet; thence along the arc of a 150.00 foot radius curve, concave to the Southeast, through a central angle of 200 39' 51", an arc distance of 54.10 feet; thence South 390 13' 50" West, 322.90 feet; thence along the arc of a 150.00 foot radius curve, concave to the Southeast, through a central angle of 220 40' 46", an arc distance of 59.37 feet; thence South 160 51' 20" West, 407.10 feet; thence along the arc of a 150.00 foot radius curve, concave to the Northwest, through a central angle of 170 00' 04", an arc distance of 44.51 feet; thence South 34° 26' 02" West, 103.83 feet to a point on the South line of said Section 17, which point bears South 890 28' 04" West, 19.02 feet from the South quarter corner of said Section 17; thence continuing along the centerline of Doe Mill Road, South 340 26' 02" West, 132.78 feet; thence along the arc of a 150.00 foot radius curve, concave to the Southeast, through a central angle of 90 31' 39", an arc distance of 24.94 -feet; thence South 24° 54' 23" West, 364.32 feet;- thence al-ong the arc of a 200.00 foot radius curve, concave to the Southeast, through a central angle of 12° 15' 42", an arc distance of 42.80 feet; thence South 120 38' 41" West, 231.47 feet; thence along the arc of a 200.00 foot radius curve, concave to the Southeast, through a central angle of 180 05' 56", an arc distance of 63.18 feet; thence South 50 27' 15" East, 141.08 feet; thence.along the arc of a 200.00 foot radius curve, concave to the Northwest, through a central angle of 25° 42' 55", an arc distance of 89.76 feet; thence South 20° 15' 41" West, 288.54 feet; thence along the arc of a 200.00 foot radius curve, concave to the Southeast, through a central..angle of 20° 46' 37", an arc distance of 72.52 feet; thence South 0° 30' 56" East, 473.66 feet; thence along the arc of a 200.00 foot radius curve, concave to the Northeast, through a central angle of 210 06' 27", an arc distance of 73.68 feet; thence South 210 37' 23" East, 541.35 feet; thence along the arc of a 199.95 foot radius curve, concave to the Northeast, through a central angle of 270 34' 59", an arc distance of 96.26 feet; thence along the arc of a 305.70 foot radius curve, concave to the Southwest, through a central angle of 18° 14' 31", an arc distance of 97.33 feet; thence South 300 57' 50" East, 305.83 feet; thence along the arc of a 100.00 foot radius curve, concave to the Southwest, through a central angle of 30 16' 18", an arc distance of 5.71 feet to a point on the East and West centerline of Section 20, said point (Continued) 92-3;1960 __ 2 884 Order,No. 2-151610 .bears North 86° 54' 58" West, 23.03 feet from the center of Section '20, Township 23 North, Range -3 East; M.D.B. & M.' PARCEL III: +. A right of way'for r.oad.and utility purposes over a strip of�land 60 feet in width, the centerline of which is described as follows: Commencing at the center of said Section 17; thence North 89° 18' 23" East, along the East and West centerline of said Section 17, a E distance of 510 feet to a point in the centerline of -Doe Mill Road and the point of -beginning for said centerline; thence North 260 11' 10 East, along the centerline of said Doe Mill Road, 730.54 feet to the end.of the County maintained road and the end.of said centerline. PARCEL IV• A non-exclusive easement for ingress and egress and for public utilities as shown on that certain Parcel Map filed in'the office of the Recorder of the County of Butte, State of California, on September 18, 1980, in Book 79 of Parcel Maps, at pages 3 and 4. PARCEL V: A non-exclusive easement.for water line, for ingress and egress and for maintenance purposes.over a strip of land'20.00 feet in width, lying 10.00 feet on each side,of the following described centerline: Running para' -16.-I to and'40.00 feet Easterly 'of the centerline.of, the road and utility easement of Lots 1, 2 and.3 as shown on Book'79'of Parcel Maps at pages 3 and 4. The strip of land in this easement lies between the East boundary of the aforementioned road easement and that line described as the building setback line of Lots 1, 2, and on the' aforementioned Map. This easement benefits Lots 2, 3 and 4. AP No. 063-240-045 Comp. .......r_,. 4:zl r , F END OF DOCUMENT END OF DOCUMENT 0 Eli J Y y , .r 4z• . �=ice', Y" �.�. '�� ���'� q �' � - y � • 'ti: �' r..• is "1i' :«i�'rJ�` t?'+� Eli J Y y , .r 4z• . �=ice', Y" �.�. '�� ���'� q �' � - y � 9 k J .. ;: � This set4o�' plains an� .spec��scat�ot><s M�; 1 is 'PP t on jh0110 a01; f�rrt send it is rn r '° �--� makeanyitac�gesMorafttlits d Y; `oUt wr'itt�p n prrrb Public Woofs,aun�': • �r , 'co -:d, Re'dgnr Location of structures & \ [ a u !+f roscri4,11,+ \ q +t� " equipment shall be as shown `� �lr►if�m�Bur�li��;.'1�I�,n�#��r�g �.,� =� rt & clear of all easements. E�� °NcYtiohti �, !p i �3 j k Y. fi /-AUf)$C/A6 t i T r ;'t ' .+ iN• . 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Y NGT TU s G4 C ,!' <OG4rJG�/ 1 2— ✓ /�G° 5 APO L PLOA0 r c :-?4.ac 516' -PL. 645.00 ' ---------------------------------- - - - - -- ------ GRAVEL DRIVE 7 I N89'27'12"W _ _ © ©LONE TREE ----10 - 5'--- EXISTI��jj 1000 GAL S3EF'TIC� a Ile U 30' �— , p Ll- ��oo 89' 929,, 1 363' P G & E POWER _ _ _ _ Ail - UND PROPOSED GARAGE —► ER GROUND CABLE 200 AMP PG&E o - ---- - - - - - - - - - - - - - - - - - -- ------------------------------ SERVICE p�- ------------------------------ o� LEGEND OO EXISTING POWER POLE ON DOE MILL RD. © EXISTING TELEPHONE SERVICE © EXISTING WATER SHUT OFF ® EXISTING SEPTIC TIGHT LINE © EXISTING RAMADA CARPORT ® PROPOSED 2 STORY RESIDENCE -e PLOT PLAN SCALE= 14=1 © 30 FOOT BUILDIING SIDE SET ® PROPOSED 18 X( 24 GARAGE APPROVED \F ® SLOPE TO PROPOSED HOUSE, INSURE 2% GRADE AWAY FROM PROPOSED Isomm"afth ® EXISTING 150 LEECHAELD \ " PROPOSED REPILACEMENT LEECHFIELD 12 WATER LINE FROM WELL LOCATED 380 FT. NORTH �D �