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041-650-016
ENVIRONMENTAL HEALTH CLEARANCE DATE 041-650-016 02-1497 GALYEN, JEFF & DANA INALEL' 3560 LONNIE LN., PARADISE _ CONT: MIKE MOE �J' NEW SINGLE FAMILY 041-650-016 02-2468 GALYEN, JEFF& DANA ; 3560 LONNIE LN., PARADISE g CONT: LEGACY CONST.. ELECTRIC SERV. FOR BP#02-14 i I� ; f 1 COUNTY OF BUTTE. . BUILDING DIVISION 5 - DEPARTMENT -OF DEVELOPMENT SERVICES 411 Main Street •,Chico, CA • (530) 891-2751 7 County Center Drive is Oroville, CA • (530) 538-7541 CORRECTION NOTICE Cid- -1 qq� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be'corrected. Please notice this office -when correction of work is completed. If you have an questions pertaining to this matter,or need additional explanation, 1 P Y YQ P 9 P please contact this office immediately. el IS 4-516 LT� V ) Pi OV I Zta /-1!tet!, I e-4� n 01111111111;;111111111,ii 151111 r_." M Date' bu Inspector REV 10/92 4 - COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ` • �ya 411 Main Street • Chico, CA • (530) 891-2751 ,zA 7 County Center Drive • O,roville, CA • (530)'538-75.41 -} CORRECTION NOTICE'. $Cc, h. OWNER ' ' PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work•is"' completed. If you have any questions pertaining to this matter, or need additional explanation, •' please contact this office immediately. v'J i Ge • . ,�� _ •has ;r V-- Val L Date O Inspector REV 10/92 OV) ryu,06 Lipovoied Q-�e TAY:, ri-taccoa to- rV)"' P(,Dvi& &H owid, Viada&,)5 oo CcC�POY w --49e-c<-h &i I 7M-1 CL"Ie- r ,:4 REV 10/92 COUNTY OF BUTTE BUILDING DIVISION AA DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive * Oroville, CA * (530) 538-7541 CORRECTION NOTICE e� 00— OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. OV) ryu,06 Lipovoied Q-�e TAY:, ri-taccoa to- rV)"' P(,Dvi& &H owid, Viada&,)5 oo CcC�POY w --49e-c<-h &i I 7M-1 CL"Ie- r ,:4 REV 10/92 NOTES ,` RESIDENTIAL PERMIT NO. 041-650-016 02-1497 GALYEN, JEFF & DANA " " ""' ._i 3560 LONNIE LN., PARADISE _ t COW SINGLE FAMILY 4 NEW 4 II SPECIAL CONDITIONS ' II SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY L OFFICE COPY Address 5i5GO ; C ` G AS/� S� Meter By D ELECTI ,Me er By Date s ' JOB FINALED (Date) Signature ,/ = OK 0 = Not 6K - = got Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Electric 7. Well Clearance 8 Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date s 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Can. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings s 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 i 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 V = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s Date FRAMING (Continued) z 'ning-Setbacks-Easement ., Idod-Slope aggers-Post Caps -Anchors -Connectors F '., Main; Soils-Elec. Vnd.- /" Ftg. Depth lin Est-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. , Garage; Soils-Steel-Elec. Grnd.- Ftg. Depth ireplace T'es or Type AFlue-Fireplace Throat Clearance FA., Porches &Decks; Soils•Steel-/ / Ftg. Depth 4 T, -Size & Romex Protection -Draft Stop -Ins. Baffles Stemwalls, Main; Steel-Blockouts-Wrapped mwalls, Garage; Steel-Blockouts-Wrapped ttoa' Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pier replace Ftg.-Steel L 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 -Anchors -Regulator -Service Test lectric Underground - & Ducts; Clearance -Material -Support -Ins. 1 u -Sills-Anchor Bolts-Joists-Vents-Crippies 1S—'Access & Ventilation 16. In ulation Date " d9d B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 5 ater Pipe; Test & Anchor -Nail Protection 6Siding-Nailing Test Fittings & Anchor -Nail Protection 57. how rPan; Test, First Floor -Tub Access ,2 st Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 ` Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fix & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors a' 5.� o'xes & No. of Conductors Stapled 2 omex Installed Close to Edge of Studs & C.J. ( 27 Equip ,ground made up w/Mech Fasteners -Bond Gas & Water ppliance Circuits in Kitchen & Conductor Size GFI 2$.Sub' e d Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 2.,Eq—uip. Clearances Panels-Motors-Mech. Equip. : 3 C1&t oset Light -Shower Light -Spa Light 3 moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 5P 35. A.C. Ducts Insulation & Support ant Fan, Exhaust above insulation 5 MEoncle,ps1fle Drain & Overflow, Size & Grade 6Siding-Nailing rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 57. 39 tic Access & Platform if Furnace in Attic A.C. U ' Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 401. 1 roper Materials & Anchors 41 ° Is tuds-Nailing Spacing & Braces -Plates -Sound 41-26 -ring Walls over Girders & Floor Nailing 4 . rp Stop in Walls (rat proof) 4. ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 411. aders & Beams -Size & Bearing 5 rm. Windows or Exiting Doors -Sill Ht. & Dimensions 1. ara ire Protection Framing 5 ope Line Firewall & Openings 5P Zt. s -One 3' -Check Garage 3rd Story, 2 Exits fairs; idth-Headroom-Rise-Run-Landing-Fire Protection 5 wood on Roof Overhang -Attic Vents -Rafter Outriggers 6Siding-Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. V nderflr. rior/Exterior Wall Panels Itration-Walls-Windows Date V ^Card B-1 Date Card B-1 Date 1161 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s xt. _ teps-Door & Sidelight Protection -Landings &Oellrmo Detector 5 urnace Vents -clearance -Comb, Air -Connector-. In C 3amge; Above Floor-Ducts-Mech. Protection e m Exiting G.F.I. ath Fixtures & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels 6J. Stairs_& -Rails irepla r Stove, Clearance -Hearth 7 ec. lets at Wood Panel, Int. & Ext. n. Fi t!8 Appliance; Ground -Air Gap -Cooking Clearance y_,Rre'c,_QWIets & Receptacles at Kit. Counter 74 -Fire Door; Swing -Landing -Closure ai n' Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Ga age; Above Floor-Mech. Protection Ib., E19pr & Mech. Equip. Listed for Location cjleceptacles in Garage (F.F.I.)-Romex Protection L78 Z— suI 'o<Foam-Looked in Attic 8 ward & Deck Construction -Post Caps 1 n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearoxe Looked under Floor U Yes 2 lowi Instld./Driv -1 Ye -. o/Walks U Yes U No/Planters U Yes U No A.C. U ' Disconnect, Electrical -Plumbing nts A ve Roof, Plbg-Appliance-Fireplace-Clearance to Openings ate ell, Disconnect, Electrical, Plumbing xte� c. Trim, G.F.I. Receptacle -Underground enol hroughout House 9 ass EWeCtion rrec' from Previous Inspections as T eters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD Approval el:fCompliance Certificate -Other Certificates ,Address Posted Date ; '/ CardDate Card B-1 Date Car Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 0,42' /Il i' 7 ASSESSOR PARCEL NUMBER (X31.650-41111; I ZONING PiTn # BUILDINGPERMIT OWNER GA -LM. 1_. . R DANA TELEPHONE SO. FT. OCC. BUILDING VALUATION 227A R 122.580.00 . OWNER'S MAILING ADDRESS 740 MEM S IN. PARAWW CA 4596,4 • 816 U 1 4� 68R_w CONTRACT•�•(OO'R��-i'i''-S }•Ni1AAM��E`E TELEPHONE 77wll7t l") 2 �-L /� � P �np ^ M ,Cl7i A.11,.1 200 0 1 Aft _ (Ya 0 0 CONTRACTORS MAILING ADDRESS 500 SWIM DR., P RANT- R., r^A, qc;g 9 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $141.996.00 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 786.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 511.25 BUILDING ADDRESS U NWE _ PARLA TRS Energy Plan Checking Fee $ 23.00 PERMIT FEE $1340.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF A Duplex ❑ Mobiletiome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 1 _ Each gas water heater or vent 15.00 1 TYPE OF WORK New i Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SIN= FAMILY SEE MMl-1971 Gas piping systeMn 1 - 5 outlets 15.00 Buildin sewer 15.00 i Mobile Home S G W @20.00 PERMIT FEE $ 1,71M, L ELECTRICAL PERMIT I Fling Feel 20.00 Main Service 20 DA OR LESS 23.00 r 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. //./'•� ISS /� ^j r� License Class 3 Lic. No. , / J a C V 3 OWN WILDER DECLARATIONFIXPP I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 00A To I000A 46.00 NEW CONST. DWELLING UP. SO OR ADDNS. a Acc. BLDs. 3.5QFT: (�S. oo T. NoN-RESID. MULTI.T11M.I 97.50 POWER APPARATUS a SINGLE OUTLET CIR. 20 .00 Ex. Occup. OUTLET OR FORURES BAL Q I . 0 Ex. Occup. OUTELETS R p,OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s 128.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations:` ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 MECHANICAL PERMIT Fling Fee 20.00 Heating 1 7 7S Cooling 2 .00 -1-25.00 Hood 6.50 Ventilation 1 4.50 4.50 Gas Stove1 PERMIT FEt s 89.00 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.) ❑ 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 'e) Signature of Applicant - ❑ Owner .0' Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height:. �. Mobile Home Installation Fee $ Energy Inspection Fee $46.00 occ CONST. TYPE 7 �. TOTAL FEE $ 1 S , HAZ. D. FEES IMP ... ` O 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. 1 By Date Fl�i��M l PERMIT EXPIRES ON CL � Jr, -1 I c(Date) Receipt No. S RQ I 1 A. 9S / ! -2,1f+A 0 ��� WHITE-D.D.S.-B.D. CANARY -ASSESSOR' PINk-INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT -OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Orovih�i , California 95.965 • Telephone (530) 538-7541 �EgMo. (Rev. 12/96) APPLIOATION AND PERMIT T ASSESSOR PARCEL NUMBER 041-650-016 ZONING PIM BUILDING PERMIT OWNER GPIYEN JEFF & DANTA-o TELEPHONE SO. FT. OCC. BUILDING VALUATION 2270 R 122,580.00 .OWNERS MAILING ADDRESS 74 =:),S LN., PARADISE, CA 95969 816 U 14,688.00 CONTRACTOR'S NAME MIKE MOE1877-0209 TELEPHONE 256 C .3.328.00 200 0 1,400.00500 CONTRACTORS MAILING ADDRESS SLNtSF1 DR., -PARADISE, CA O CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation 1$141,996.00 ARCHITECT OR ENGINEER LICENSE NO. Ellin Fee $ 20.00 Permit Fee $ 786.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS N 3560 IDNNTE I, PARADISE Energy Plan Checking Fee $ 23.00 PERMIT FEE $1340.7 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 13 7.00 USEOFSTRUCTURE SF )0 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.0019.00 Each gas water heater or vent 15.0019-00 TYPE OF WORK New X3 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: AW SINGLE FAMILY SEE MPIX11-1971 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 19 nn Mobile Home I s I G I WF—' @20.00 PERMIT FEE $ 171 no ELECTRICAL PERMIT Fling Fee 20.00 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. �! ?® Za License Class aC/ Lic. No. %"J OWNER -BUILDER DECLARATIONBAIL I hereby affirm under penalty of perjury that I am exempt from the COntrectors'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. lit 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.) ❑ 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 /l% 'd �. S gnature of Applicant - ❑ Owner a Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zoOA TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BLDS. s0 3.5¢,T. NON-ROESIUT' M Tioc" ET @7,50 POWER APPARATUS 8 BINDLE OUTLET CIR. OUTLET OR FIXTURES O 1'50 20 00 �(, OCCU @ FIXED APP— FIES1 OR 5.00 Ex. Occup.ounETs REBID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 128.00 MECHANICAL PERMIT Filing Fee 20.0 Heating 1 199 -nn— 95-6o Cooling Hood 6.50 Ventilation 1 4.50 4.50 Gas Stove PERMIT FEt s 89,00 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ R3 CONST. TYPE LIN TOTA FEE $ HAZ. M. -- D. FE I OF C0. HD U This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By �YiilT "� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. at 4 U 3 are ReceiptNo. O 3 ' WHITE-D.D.S.-B.D. CANAR -ASSESSO PINK -INSPECTOR I GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF DEVtLOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. �"`' ` �%A.P. # -0/ PROPOSED BUILDING USE/ r DATE 10' 02 -- RECEIPT # DATE REC. 1. BUILDING PERMIT FEES J i --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ..... ...................:...... $ T 2. SCHOOL DISTRICT FEES s Cif (paid at District Office) Orn v ven 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 $ / Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. _ 4. URBAN AREA FEES Residential ............................ x = $ # Units S Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. F 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. RA FIRE INSPECTION AND PLAN CHECK a $8 00 (paid at Building Division) 8. WATER ENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. AP LICANT X� �. ODAT Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section, 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) ��5ri,":+."'�%Lf '_.:.���,�7v+r"'1y�,,i"�...�,�i,r...:.Vls.Yw:Aaa"'.^"�+�•-r.,-......--- '�•.yi,a^+�h;r,,,.,... .��_.�..iy-..�...,., . , -d.� .....:r•^r�. x COUNTY OF BUTTE-DEPARTME,w;ICf;T OF DEVELOPMENT SERVICES -BUILDING DIVISION ti 7 County Center Drive, Orovifle, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �e P1 ASSESSOR PARCEL NUMBER O/ Proposed Building Use: i Y Counter Technician: p`- ` Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed by the preparer of the plans. :Y2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. (l]&"3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. y'4�OE"ngineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ON- 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 0_7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs ..................................... ❑ 10. Letter of intent for non-residential buildings...................................................... ❑ 11. Detached Accessory Building Form filled out by the owner.....................s............... ❑ 12. Hazardous Material Form ................................................... `.. ❑ 13. Other 1� Re ping items needed to issue the permit. (Mayrrequire additional plan review upon rece pt, of the following items.) WT4. Fees as shown on the attached Schedule of Fees Due Sheet ...:..:...:...:. �....................... 1-U � el Statement of Intent for Non -heated and A/C Buildings...'......t......................... Sanitation and plot plan approval from the''Environme tal Health De art ent in �` C 7. City of Chico Plumbing permit ........................:.." ` 1 t •' �❑ 18. California Department of Forestry plan approval paid. Sent by. �� � . ..........:...... :. ❑ 19. Planning approval for (A) Use: a• K (B)Parking: (C) arcel.Check:. 4 rt (i) 6' Contact Land Development about ❑Improvements; ,0 Drainage,........... 4 .::?" `®"'21. Encroachment Permit for driveway from the Public Works Dept; (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required............... ❑ 23. Contractor's license information. (Number, Name Style" Classification) ...................... ❑ 24. Worker's Compensation -Carrier and Policy Number.. .......... .................... ...... ❑ 5. Owner -Builder Verification (❑ Given to owner, ElMailed to owner) ..................... ❑ Letter of Signature authorization........`........................................................... 7. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ' ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. r I have been informed of the above items and requirements for obtaining a building permit. Applicant:/>' Date: ( Cdr{� 2- 1. Index permit application for the above items numbered: , Plan Check Letter 2. Additional items required Z Contractor, design own as advised of the above data by 0 phone, ❑ mail, ❑ co ter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑. mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: ��� ate: Structural reviewed by: _Date:_ Structural approved by: 11 Date: Note transfer by: Date: Y ow: Building Division e .....,-.-+..-. .- ..�-.,.��•.+r r..-,..-: ..�,.w r-.�.....�,t,...-.,rii-.�,+r!'�i..s.,'r•v.'::.+w.^...r:.'I;rrLvr-��../�vN'•r.:�.iJ'^'t-M ti. ^u.r.�wr..T School District A.P. Number In, Property Owner A i BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (Qne form per Building) f d L, = City Building Department No. County 10 - 0(:5 nQ-- I q C17 Property Location/Address IS 6001—,4 ' Subdivision ()1VA412 / r] '"/ i 1 ('1114l<S ( '�Q Lot No. Residential Development �'' a' ................................................................................................................... Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): Commercial/Industrial Building Department Re 0 0 New Addition r Sq. Footage (Including.Exterior Roofed Areas) Date (( )) (rioor clans reviewed by School District Personnel) District Identification No. P tj 14:, �'W1 tAio'% jfj Y \ School District certifies that i j J (Applicant) PAW (Street Address) (Phone Number) 7,NA (City) E has complied with the requirements of Resolution No. representing Z 0 square feet. District Paid by Check # Remarks: (State), V (Zip Code) µlis A-'�rl -,%vby payment of $ AB 2926 $ FULL MITIGATION $ :::::E Date Notice: You may protest the imposition of.the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90. days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 ^ _ P, �9MI N0• (Rev. 12/96) APPLICATION AND PERMIT - nl �1« ASSESSOR PARCEL NUMBER 041-650-016 ZONING BUILDING PERMIT OWNER JEFF & D872-9281 TE HONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAIuNG ADDRESS 740USE. CA 95969 CONTRACTOR'S NAME LGIL' C G0 TELEPHONE TELEPHONE — CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3560 IANNIE IN. PARADISE Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SFX$ Duplex ❑ Mobilehome ❑ Other SPECIFY 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 XK Describe Work: ECE SER FOR Rp*09-1497 Gas piping syste!2 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA 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 Ilfni full force and effect. ? icense Class y/ Lic. No. 1 �`� D Z OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 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 Main Service z TO tO 46.00So NEW CONST. OWEWNG OCCUP. E CU OR ADDNS. a ACC. eLDs. SO 3.5¢FT: N N.R°SID MULTI- OUTLET @7,50 POWER APPARATUS a SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES .00 SAL @ I.50 Ex. Occup. osAPPR= ° 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43. 00. WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 carni and policy number are: Carrier Policy Number i'Du,r /3 —0-9 o _ (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) 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. e__, Date D 2--- Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE EE $ D FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have B PERMIT EXPIRESONa3ITE-D.D.S.-B. the applicable provisions Resolutions to do work been paid. ate 9 oa afe rReceiptNo. D. CA AR - S ESSOR 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) APPLICATION AND PERMIT -m-. ASSESSOR PARCEL NUMBER 041-650-016 ZONING T1 BUILDING PERMIT OWNER JEFF & DANA MYMR TELEPHONE 9� R1 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS • 7401`'1!IvYERS w I!� J A S CONTRACTOR'S NAME L>BG41M TELEPHONE X77 CONTRACTOR'S MAILING ADDRESS • A Q . CONSTRUCTION LENDER r ' Flre IflCe LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3560 LONNIE IN. PARADISE � Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SFX9 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 - Each gas water heater. or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other;(; Describe Work: EIIE SER FM BP#02-149_7 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 'I ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos OR mss 23.00 73.00 � 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 �' U t Lic. No. •� OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: a ❑ 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 licensetl contractors to construct the project. I-' ❑ 1 am exempt under Sec. Business and Professions. Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BLDS. 3.5QFT: NOµ..,D. MULTI.OUTLET gO 7.50 POWER APPARATUS 8 BINDLE OUTLET CTR. zo p Loo Ex. Occup. OUTLET OR FIXTURES BAL @ .so FIXI Ex. Occup. oUT�is RES,D.D� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring fl PERMIT FEE s. 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. El' 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 Carrie Y and policy number are: Carrier Policy Number ") i? BCW 4 — e9.,? 7 o (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 e forthwith comply with those provisions. } t 1:X �/�'/._ Date �� ter--- 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: 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 $ HAZ. o. FEES IMP I FLOOD 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. �, /�l� - r Date By 1 ` I PERMIT EXPIRES ON (` L3�a )3 % bate ReceiptNo.%r %��%. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT LOERKE INSULATION GO., INC. . P.1 INSULATION CERTIFICATE FVUMW and %M0 qty — DESCRIPTION OF INSTALLATION 1. ROOF Material _ Thictertess (inches) 2. CEIUNG Batt or Blanket Type_1MmsUass Batts Thickness (Moes)—_1 311 —_-- Brand Name Thermal Resistance (R Value) Brand Name , Johns Manville p Thermal Resistance (R -Value) — Loose Fill Type FibMiass'- - - Brand Nwne Johns Mamvitle' Contract+ods ruin. installed weighttR sq. lb. Minimum Thickness inches. Mmulacturer's Installed weight per square foot to achleve Thermal Resistance (R Value) 3. EXTERIOR WALL Material FRlr MIMS Bats Thickness ('rnd►es) � • �✓ . 4. RAISED FLOOR Maberial=fl milass Raft Thickness )- 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulatian'Depth'(Inches) 6. FOUNDATION WALL Material Thies (inches) _- DECLARATION Brand Name Johns Many le Thermal RWJBW= (R Value) 3 Band Name Jd= Marcille _ Thermal Reser (11 -Value) Brand Name Thcj mW Resbtance (R Value) Brand Name Tt mral Rhe (R -Value)--,„ I hereby eer* that the aboveinsulation was inslarlled in the building the above location in conformance Regulatioirs}as r �ik�ited �,me ��ofoomiart�t �4,Part 6, Cafifnrrrra Curie of C.1_#499I50 7/� / —/L -C7 LOERKE INSULATION CO., INC. i�2 / SiItem #SI General CoMracbtx (Co. r ame) Or Owner ftm 15 natnr+e,u oontrac or Name) General ��C"ftctor (Co. Mame) Or uwfiet -Item—s OW 1 i! u or Name)r = contractor (Cay. ame) Or Clwnw - ti• - .. .. ' - - �'{• his: �i.A+'.'ir'. tit f.t�i:.sta' �'it ,. Y; •r • ,. �. a cr^��� • 2 5790 CLARK ROAD PARADISE, CA 95969 IF LU [ 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 County of Butte Building Division 7 County Center Drive Oroville, CA 95965 (530) 872-0254 FAX (530) 872-9331 Subject: Special Inspection - Epoxy -Tie & Power Driven Dowels Project: Legacy Construction - Lonnie Lane, Paradise, Ca August 6, 2002 Based on a request by Legacy Construction, I have provided a Field Inspection for installation of Reinforced (rebar) Dowels into Lava Cap based on Foundation Plan for a Single Family Dwelling on August 5th, 2002, and observed the following: A. The locations, depths and sizes of drilled holes and inserted bars were in compliance with requirements of the structural design, as noted on Construction Details for the Project. The holes were air pressure cleaned. B. The Power Driven Dowels were installed by hammer and tested for tightness by hand. C. The Epoxied Dowels were installed with Simpson Epoxy -Tie ET22 Adhesive (ET22 - 90554320, Exp. 3/03 & ET22 - LB203062, Exp. 12/03). The installation was provided at air temperature of 80 degrees, and per requirements of ICBO Report No. ER. - 4945. In conclusion, all installed dowels will be adequate to support the forces required by the structural design. If you have any questions or additional requirements, please call this office Co: Legacy Construction ESS/O�q C"D r*+ WJ No. 32434 rM \J� CMV F OF CAI�F�� Sincerely, Frank L. Tyukos '.. ° ' r �. 5 :� t `4 � ., . ... APA Wf%7 = . Certificate of Conformance'. Certificate ..054075 - THIS IS TO CERTIFY that the glued -laminated timber products identified with'a collective mark of + Engineered Wood.,Systems (EWS) were manufactured ih'accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1•-1992, For Wood Products — Structural Glued i Laminated Timber NER-400 Glued Laminated Timber Combinations And GAP Computer'P.rogram For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood. Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program- .,,Routine audits include inspection'of the Manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. , 0111111111184 CD S L rn by y Co Thomas G. Williamson �., T xecutive Vice President .• 8' "iflate IL �� A' :� ' � �• •�`� �N`•< • . _j_ r ENGINEERED WOOD SYSTEMS is a related corporation of APA —THE ENGINEERED WOOD ASSOCIATION 1 f ` 7011South 19th Street • PA Box 11700 � Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 A I �. 'fit • "_ �."� .L, IA � h .f ' h � I R.. 1. CERTIFICATE.OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 Project Address........ LONNIE LANE ******* PARADISE, CA *v6.01* a 9 Documentation Author... ROBERT A. MANGRUM ******* Bui ing P�it # Paradise Mechanical 5655 Almond Street Plan Check /'Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2270 sf Single Family Detached New Front Facing 270 deg (W) 1 . 1 Raised Floor 14.1 % of floor area 0.35 Btu/hr-sf-F 0.4 9.2 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -factor Location/Comments Wall Wood R-13 R-0 0.088 Door None R-0 R-0 R-0 ~' 0.330 Roof Wood R-11 R-27 R-38•- 0.025 Floor Wood R-19 R-0 R-19.,. 0.037 k- - FENESTRATION Area U- Interior Exterior Orientation (sf) Factor SHGC Shading Shading Window Front (W) 9.9 0.3307 0.370 Standard, Standard Door Front (W) 20.0 0.350 0.420 Standard Standard Window Front (W) 9.9 0.330, 0.370 Standard Standard Window Front (W) 7.0 0.330' 0.370 Standard Standard Window Right (SW) 8.0 0.33'0 0.370 Standard Standard Window Front (W) 14.0 0.3561 0.400 Standard Standard Window Front (W) 14.0 0.3504 0.400 Standard Standard Window Front (NW) 8.0 0.330 0.370 Standard Standard Door Front (W) 9.0 0.350,. 0.420 Standard Standard Window Left (N) 20.0 0.350 0.400 Standard Standard Window Left (N) 9.0 0.'-350 0.400 StandaFtd, Standard Door Window Left Back (N) (E) 9•.0 3.5 0:350 0.3304 0.420 Stand rrd`�� ndard Window Back (E) 0.370 Stang'' rd 18.0 0.350' 0.400 Standar Window Back (E) 18.0 0.350 0.400 Standard ,A�p S %t Window Back (E) 28A 0:350 0.400 Standard `FS id Over- hang/ Fins Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 Orientation Window Back (E) Door Back (E) Window Back (E) Window Right (S) Window Right (S) Equipment Type Furnace ACSplit Tank Type Area (sf) 28..0 40.8 16.0 16.0 15.0 FENESTRATION U- Interior Factor SHGC Shading ' 0.350`- 0.400 Standard 0.350' 0.420 Standard 0.350 0.400 Standard 0.350 0.400 Standard 0.35,0 0.400 Standard HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location 0.800 AFUE n/a Attic •-10.00 SEER No Attic Over - Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Tested Duct Duct R -value Leakage R-4.2 No R-4.2 No WATER HEATING SYSTEMS ACOA Manual Thermostat D Type No Setback No Setback Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Storage Gas Standard 1 760� 50 Z _. SPECIAL FEATURES AND MODELING ASSUMPTIONS External Insulation R -value *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This buildng.incorpo.rates_:a Housewrap/Air.Infiltration Retarder.-_.. .f REMARKS 0 R- n/a a��' ,.- . .,�,' -�� .'�.� --. 4 w i � i+, ya . :r;�c�°(; fir':. + •.^� � _ ` ' ' _ , - J s � ` `y`i. � -t ss�u'i rl�,� .�`,>��, • "` - r.. i` 9 � 'w ' � t �� � .. .. � �' R � yy� �. - e R' T ., - T � � �� �� . � E. �a o 1 .. � ♦f �� �✓� � •� �.� ~� . I a ^� • � 'i �'A %.a 4, .. �.� .- � .. sj, •'� �s_ . a ..� �,. y!' `• a� �� r �;h,. �_ _ >� tax � r Y�.f'�y}' ''� i. s . R y ww• 3 � i �' i i . .. e _ _ �y i.y 4� �. �� . � �' 'r � - . �. �,.,* 'r .� , a �{! ' y;'A �1 .F� i., I� �r � T„ i. !,y ,� �i � i M i� •� � '� i��~ ~' � „ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative reVulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... JEFF GALYEN Company. LEGACY CONSTRUCTION Address. 740 MEYERS LANE PARADISE, CA 95969 Phone... (530) 872-9281 License. B454796 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) Name.... ROBERT A. MANGRUM Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 530-877-8882 Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.,......... LONNIE LANE RESIDENCE, Date..06/07/02 12:43:12 Pro'ect Address LONNIE LANE ******* Documentation Author.. Climate Zone........... Compliance Method...... PARADISE, CA ROBERT A. MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 11 MICROPAS6 v6.01 for *v6.01* ******* Building Permit # Plan Check / Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply Design- Enforce- er / ment to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated),have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier 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. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or —� cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor 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 system, 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 installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in 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. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and.either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is.used_in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily access-ible,- manually operated dampers. ✓ 114-: Pool and Spa Heating Systems and Equipment 1. System is certified with 780W thermal efficiency, on-off swit-ch, weatherproof opera—ting—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. A)�� 115:. Gas-fired central furnaces-,. pool heaters-,- spa_ heaters_ or i7`tL household cooking appliances -have no continuously burning- MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-LEGACY4- TITLE 24 1310 pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). 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 have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures / are,IC (insulation cover) approved. ✓ Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Aug -8-02 12:20PM; Page 1 v AGO Iles lRwhd floor Nae a I seat Budding Departme )M: Environmental Heal ' S.IECT: Sanitallorr earance Owner ; location AP# i Approved fo : Sewage Disposal,i Water Supply: Public Private Well Franc for welling. Other I final for: ffc I clearance O.K. r: 'E: i ronmental Health pecialist ; Date G r'' I i AND WHEN RECORDED MAIL TO: r BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document' Recorded 07 -Aug -2002 2002-0040873 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date S1710-2— PROPERTY OWNERS: State of California ) County of 9a I.Ae ) On before me, personally app6ared M /(1 -pa? / 1P7117 °c_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 signats) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the iOrum din", WITNESS my hand and official 8a19 r , R WENDY CSE @Sio� Comrn. #130^527 gnature Seal: "o _ NOTARY PUBLIC CALIFORNIA 0 V BUTTE COUNTY 1 / L, o /] « a� My commission Expires Jun. 27, 2005 EXHIBIT "ONE" PARCEL I: LOT 26, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60 THRU 64. PARCEL ll: A NON-EXCLUSIVE RIGHT AND EASEMENT OF .ENJOYMENT IN AND TO LOT A, INCLUDING INGRESS AND EGRESS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29,1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60 THRU 64. PARCEL III: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION_, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT AND OR EXPANSION OF SANITARY SEWER PIPE LINES, STORAGE FACILITIES, IRRIGATION FACILITIES, THE RIGHT TO UTILIZE THE FOLLOWING DESCRIBED EASEMENT TO RECEIVE IRRIGATION WATER FROM SAID FACILITIES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS,*IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18 AND SECTION 19, TOWNSHIP 21 NORTH, RANGE 4EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18; SAID CORNER SEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID POINT OF BEGINNING ALONG THE WEST LINE OF SAID SECTION 18 NORTH 000 05'47" WEST, 820.00 FEET;. THENCE LEAVING SAID WEST LINE SOUTH 900 00' 00" EAST, 910.00 FEET; THENCE SOUTH 000 00' 00". WEST, 1145.07 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF MESSILLA VALLEY ROAD; THENCE ALONG SAID NORTHERLY LINE SOUTH 3.3° 37' 10" WEST, 67.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 270.00 FEET; THENCE ALONG SAID CURVE 334.66 FEET THROUGH A CENTRAL ANGLE OF 71' 00'00"; THENCE NORTH 75° 21' 50" WEST, 441.81 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH; THENCE FOLLOWING SAID CURVE ALONG A RADIUS OF 430.00 FEET, THROUGH A CENTRAL ANGLE OF 190 43' 17" AN ARC DISTANCE OF 148.01 FEET TO THE WEST LINE OF SAID SECTION 19; THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE ALONG SAID WEST LINE OF SECTION 19, NORTH 00° 38' 14" WEST, 368.93 FEET TO THE POINT OF BEGINNING. PARCEL IV: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING �/. TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT, AND OR EXPANSION OF SANITARY SEWER PIPE LINES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: A SANITARY SEWER EASEMENT 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID COMMENCEMENT POINT ALONG THE WEST LINE OF SAID SECTION 18 NORTH 000 05'.47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 900 00'00" EAST, 704.27 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE; THENCE LEAVING SAID POINT OF BEGINNING NORTH 090 27' 14" EAST; 269.26 FEET; THENCE. NORTH 15° 00'04" EAST, 391.45 FEET; THENCE NORTH 05° 32' 19". EAST, 187.07 FEET; THENCE NORTH 33'.13'45" EAST, 143.71 FEET; THENCE NORTH 680 49' 57" EAST, 201.63 FEET; THENCE NORTH 750 48'47" EAST, 151.14 FEET; THENCE SOUTH 810 37'06" EAST, 235.74 FEET TO A POINT IN THE NORTHEASTERLY LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 102 OF MAPS, AT PAGE(S) 25, SAID NORTHEASTERLY LINE BEING LABELED NORTH 340 25'58" WEST, 143.34 FEET ON SAID MAP. SAID POINT BEING THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. ASSESSOR'S PARCEL NO. 041-650.0/6 TO: Building Depao FROM: Environmental E.H. USE ONLY - Plot Pion Attached " Floes B980 Attscho \ Sent to S.D. SUBJECT: Sanitatrr Clea ce Owner Location AP# PI n Approved fo : Sewage Disposai� Water Supply: Public %� Private Well learanc for kwelling..,Other Hold final for: = C Final clearance O.K. r: NOTE: C r*Vl IMV n I -hn 8/96 alist Date TABLE OF CONTENTS TOC, Project Title........... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 Project Address........ LONNIE LANE ******* PARADISE, CA *v6.01* Qa- / 9 Documentation Author... ROBERT A. MANGRUM ******* Building Pe Mte Paradise Mechanicals 5655 Almond Street Plan Check / Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ . 4 FORM C -2R ................. 7 HVAC SIZING ............... 11 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 Pro4ect Addr LONNIE LANE ******* ess........ PARADISE, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 ' Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 GENERAL INFORMATION Conditioned Floor Area..... 2270 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 14.1 a of floor area Average Glazing U -factor... 0.35 Btu/hr-sf-F Average Glazing SHGC....... 0.4 Average Ceiling Height..... 9.2 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total .Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-13 R-0 R-13 0.088 Door None R-0 R-0 R-0 0.330 Roof Wood R-11 R-27 R-38 0.025 Floor Wood R-19 R-0 R-19 0.037 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (W) 9.9 0.330 0.370 Standard Standard Yes Door Front (W) 20.0 0.350 0.420 Standard Standard Yes Window Front (W) 9.9 0.330 0.370 Standard Standard Yes Window Front (W) 7.0 0.330 0.370 Standard Standard Yes Window Right (SW) 8.0 0.330 0.370 Standard Standard Yes Window Front (W) -14.0,/0.350 0.400 Standard Standard Yes Window Front (W) 14.0✓ 0.350 0.400 Standard Standard Yes Window Front (NW) 8.O- 0.330 0.370 Standard Standard Yes Door Front (W) 9.0L/0.350 0.420 Standard Standard Yes Window Left (N) 20.0 0.350 0.400 Standard Standard Yes Window Left (N) 9.0 0.350 0.400 Standard Standard Yes Door Left (N) 9.0 0.350 0.420 Standard Standard Yes Window Back (E) 3.5 0.330 0.370 Standard Standard Yes Window Back (E) 18.0 0.350 0.400 Standard Standard Yes Window Back (E) 18.0 0.350 0.400 Standard Standard Yes Window Back (E) 28.0 0.350 0.400 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 Orientation Window Back (E) Door Back (E) Window Back (E) Window Right (S) Window Right (S), Equipment .Type Furnace ACSplit Area (sf) 28.0 40.8 16.0 16.0 15.0 FENESTRATION U- Interior Factor SHGC Shading 0.350 0.400 Standard 0.350 0.420 Standard 0.350 0.400 .Standard 0.350 0.400 Standard 0.350 0.400 Standard HVAC SYSTEMS Over - Exterior hang/ Shadinq Fins Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. REMARKS Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R -value Leakage D Type 0.800 AFUE ' -n/a Attic R-4.2 No No Setback 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... JEFF GALYEN Company. LEGACY CONSTRUCTION Address. 740 MEYERS LANE PARADISE, CA 95969 Phone... (530) 872-9281 License. B454796 Signed.. �,ew/.J 6�D7A z (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... ROBERT A. MANGRUM Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA '95969 Phone... -530-877-8882 Signed to Z. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 Project Address........ LONNIE LANE ******* Documentation Author. Climate Zone........... Compliance Method...... PARADISE, CA ROBERT A. MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 11 MICROPAS6 v6.01 for *v6.01* ******* Building Permit # Plan Check / Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er � ment �L *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have. label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier 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. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM MF -1R User##-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- eri ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance / with ASHRAE, SMACNA or ACOA. ✓ 150(i): Setback thermostat on all applicable heating and/or / cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor 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 system, 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 installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in 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. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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. ,()� 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02. 12:43:12 MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM MF -1R User##-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). 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 have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures / are IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 Pro'ect Address LONNIE LANE ******* PARADISE, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 Zone Type HOUSE Residence MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Compliance Design Design Margin 15.35 -14.02 1.33 11.68 12..60 -0.92 12.06 10.59 1.47 39.09 37.21 1.88 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned F1oor'Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather .Data Typ.e........... . Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2270 sf Single Family Detached New Front Facing 270 deg (W) 1 1 _Re.du.cedYear Raised Floor 1 20905- cf 0 sf 14.1 0 of floor area 0.35 Btu/hr-sf-F 0.4 9.2 ft BUILDING ZONE INFORMATION' Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 2270 20905 1.00 Yes Setback 2.0 Standard Housewrap COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 OPAQUE SURFACES Orientation FENESTRATION SURFACES. Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 2 Door Front (W) 20.0 0.350 0.420 1 Wall 267 0.088 13 270 90 Yes W.13.2X4.16 2 Wall 19 0.088 13 225 90 Yes W.13.2X4.16 3 Wall 19 0.088 13 315 90 Yes W.13.2X4.16 4 Wall 471 0.088 13 0 90 Yes W.13.2X4.16 5 Wall 388 0.088 13 90 90 Yes W.13.2X4.16 6 Wall 434 0.088 13 180 90 Yes W.13.2X4.16 7 Wall 131 0.088 13 270 90 No W.13.2X4.16 8 Wall 41 0.088 13 180 90 No W.13.2X4.16 9 Door 20 0.330 0 180 90 Yes None 10 Door 20 0.330 0 270 90 No None 11 Door 13 0.330 0 180 90 No None 12 Roof 2270 0.025 38 n/a 0 Yes R.38.2X4.24 13 Floor 2270 0.037 19 n/a 0 No FC.19.2X8.16 Orientation FENESTRATION SURFACES. Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (W) 9.9 0.330 0.370 270 90 2 Door Front (W) 20.0 0.350 0.420 270 90 3 Window Front (W) 9.9 0.330 0.370 270 90 4 Window Front (W) 7.0 0.330 0.370 270 90 5 Window Right (SW) 8.0 0.330 0.370 225 90 6 Window Front (W) 14.0 0.350 0.400 270 90 7 Window Front (W) 14.0 0.350 0.400 270 90 8 Window Front (NW) 8.0 0.330 0.370 315 90 9 Door Front (W) 9.0 0.350 0.420 270 90 10 Window Left (N) 20.0 0.350 0.400 0 90 11 Window Left (N) 9.0 0.350 0.400 0 90 12 Door Left (N) 9.0 0.350 0.420 0 90 13 Window Back (E) 3.5 0.330 0.370 90 90 14 Window Back (E) 18.0 0.350 0.400 90 90 15 Window Back (E) 18.0 0.350 0.400 90 90 16 Window Back (E) 28.0 0.350 0.400 90 '90 17 Window Back (E) 28.0 0.350 0.400 90 90 18 Door Back (E) 40.8 0.350 0.420 90 90 19 Window Back (E) 16.0 0.350 0.400 90 90 20 Window Right (S) 16.0 0.350 0.400 180 90 21 Window Right (S) 15.0 0.350 0.400 180 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM C -2R User##-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 OVERHANGS AND SIDE FINS This building incorporates a Housewrap/Air Infiltration Retarder. Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 9.9 1.5 6.6 8.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 20.0 3.0 6.6 8.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 9.9 1.5 6.6 8.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 7.0 6.0 1.5 8.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 8.0 2.0 4.0 2.0 1.0 n/a n/a, n/a n/a n/a n/a n/a n/a 6 Window 14.0 3.5 4.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 14.0 3.5 4.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 8.0 2.0 4.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Door 9.0 3.0 3.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 20.0 5.0 4.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a it Window 9.0 3.0 3.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Door 9.0 3.0 3.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 3.5 2.0 2.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 18.0 4.0 5.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 18.0 4.0 5.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 28.0 6.0 5.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 28.0 6.0 5.0 2.0 1.0 n/a n/a n/a n/a -n/a n/a n/a n/a 18 Door 40.8 6.0 6.8 12.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 16.0 4.0 4.0 12.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 16.0 4.0 4.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 15.0 5.0 3.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS ' Refrigerant Tested ACOA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 10.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R--n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified -during plan -check and fi-eld inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -FORM C -2R User##-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 REMARKS HVAC SIZING Page 11 HVAC Project Title.......... LONNIE LANE RESIDENCE Date..06/07/02 12:43:12 Project Address........ LONNIE LANE ******* PARADISE, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ -Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-LEGACY4 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-LEGACY4 TITLE 24 1310 GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude .......... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2270 sf 20905 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes, Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ...................... Internal Gain .................... Ducts ............................ Sensible Load .................... Latent Load ...................... 270 deg (W) Cooling (Btuh) 12560 5430 4458 2341 n/a 5194 11891 3588 n/a 2100 2891 1865 31800 20517 n/a 4103 Minimum Total Load ' 31800 24620 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety marlin, etc., must also be considered. It is the HVAC designers responsibility -to- consider all factors when selecting the HVAC equipment. S T R U C T U R A L C A L C U L A T I O N S F 0 R ALTERNATE FOUNDATIONS ON LAVA CAP SINGLE FAMILY DWELLING LONNIE LANE PARADISE, CA 95969 LEGACY CONSTRUCTION 500- SUNSET DRIVE PARADISE, CA 95969 F L T ENGINEERING 5790 CLARK RO1 PARADISE, CA 95961 (530) 872-0254• FLU EM80HEENOM CIVIL - STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PROJECT: BY: ��DATE: SHEET No. / OF CHECKED BY: DATE: ,yamD�,S' GN) JOB No. _Zll % SUBJECT: FOy,c !P / 7G/Wf C4 -,7c: -- el" f 4-,7c:-- l"f ; �� .�r>.cs�/�T" OF 7fzrE.CE' C�LG� /S T7YE �j;�r%GJT/•C..�t ��lcj'ef� O!/E-,e �E- G�r� -7�c�?ocJ Com / /�i'T�`��°I�GS' t'�'� ��"?�F,e/1'G �7i�'•vGT L �/dl'�'� /�"TT7f C�lE7� , zooms R C E 32434 Reg. Expires 12-31-2004 7`36102 *g e:7471$1/71- T. �`.� , ; �///Z t 2) 7/2 t, DA(px to = . v7-2 // VP. "S' W-71 -- � �-> wry 7v ��� — ��1= , O1/7�c , ZD' ZOl! Sf' z A F L7 E MO M EE Ma %OQLLOULMOO KS CIVIL • STRUCTURAL BY: DATE: 0� SHEET No. `— OF (530) 872-0254 FAX (530) B72-9331 • 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 - CHECKED BY: DATE: JOB No. 7r-¢ ye*zs T 2 K/� 3 3/0 s's7;a 1W /"DI.�/�.� r1/i�✓dFit% —�l�ILG �2 � x 6��, f"%DC�E � �OtIJE"� 247-P /I/f-r: G L �tT.z/,t1C�6?. �' — �`¢ � �6' o_� , �/�-�� : f� �� � /Dom a- • f�o�/2. • .r �'.}y ,. ., ' y � . y, .. � r, ; i . „; � � .. ,� � ; w w, 4�', y • � • �^ • S �. �._ i r_ � � i. �. A � ' ' _ t ��` - - r ,l s .. s .• • y.� � r � � � 1 � � ,' V .1 �. � � J 0 � k � ' �. �, r i, ,, _,�.. ,, . t ,,. .. �,,.,E - � .. �K • � r +M < 4 , 1 � � :� iI � _ 'i ^ .. � 1. S y! �..� . �. � ' .' W i. t f � � ti � �'�- t ,_.N �� a MM .� -• ✓5 1 :' a� . '•` k X' 't. • � 1 PROJECT : LEGACY CONSTR'N JOB NO. : 2117 DATE : 7/2002 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL � SOIL EQUIVALENT FLUID PRESSURE (PSF): 45 SURCHARGE (FEET): 2000# WHEEL LOAD 1 � YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 w� SHEET ^~ :� OF ^ GRAVITY LOAD - DEAD LOAD (KIP) 0.18 . - LIVE LOAD (KIP) 0.41 ` OVERALL HEIGHT OF THE WALL - Hw (FEET):- 4 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4.67 THICKNESS OF WALL - T (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 0.49 REACTION @ TOP OF WALL - Rt (KIP): 0.19 � REACTION @ BOTTOM OF WALL - Rb (KIP): 0.30 HEIGHT OF 10' SHEAR - Ho (FEET): 2.24 � MOMENT - Mw (FT -KIP): 0.24 ' AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN) ---------------------------------------------- '55_-����f-.0 #4 @ MIN. VERTICAL REINF. - .15% (IN^2): 0.144 . MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 / DESIGN REINF. - VERTICAL: #4 @ 16 ` / - HORIZONTAL: ' #4 @ | 10 ! COMBINED STRESSES @ WALL \ 0.06 < 1.0 ' / ' . a 'r?}},•,`:i `tom �' I've y. �F� t,• T f � • �: 9 �.k r� � � w 11'y s - •t • r 1 •,Y'4iV .tea �vtx iYf G.. • R ..fir PROJECT : LEGACY CONSTR'N JOB NO. ' : 2117 DATE : 7/2002 CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): / ALLOW. SOIL BEARING PRESSURE (PSF): ' ALLOW. LATERAL BEARING PRESSURE (PSF): . FRICTION COEFFICIENT - Fc: ' BEARING PRESSURE REDUCTION (PSF): / NET. ALLOW. BEARING PRESSURE (PSF): � . PRELIM. FOOTING - WIDTH (INCHES): > - DEPTH (INCHES): / DESIGN FOOTING - WIDTH (INCHES): � - DEPTH (INCHES): | TOTAL GRAVITY LOAD - Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): � ACTUAL SOIL PRESSURE - Q (PSF).- SLIDING PSF):SLIDIN8 RESISTANCE - Fr (KIP): 100 150 2500 400 0.35 0 2500 5.67 s. 0(*..,) 8.00 0.00 0199 O.0 1485 < 2500 O.20 < 0.30 - ' SLAB REINFORCEMENT: (---------------------- REINF @ TOP OF WALL (BAR #): 4 ' ' MAX. HORIZONTAL SPAN OF WALL (FEET): 8.98 � DESIGN HORIZONTAL SPAN (FEET): 4 ' SLAB THICKNESS (INCHES): 4 . SLAB WIDTH REQUIRED (FEET): 10.91 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 \ , ALLOW. TENSILE STRESS OF REINF. (KSI): 24 ! LENGTH OF DOWELS (INCHES): 13.17` � � | . � . . ` ^ | FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 CIVIL • STRUCTURAL BY: DATE: SHEET No. 'If OF 2 (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. D,v SFE /T LSO y EW��fZ- IVOrFS' SELF Pe -.If ,Vs AOR `L UOR' �' w•�Gc. �ie.41Y/�s/Oi s A C E- 52434 8$1CvNC, Reg•ExPires srcry 12 - 31 A 2004 Q�pFESS11 rm ",, .32 4 ^+ r CIVI qTF OF ra1.�F� OPWeS41AA�; 11v7'0 4,4144 C1f7W /'eAe i;IOTES /, 2 # 3 S 8 EGO/V )vl yCD C. SG 3 W� #Q ¢8 SCA , M-4 Y NOTES 2f`oOXIC4S sPACFa .4s �CO�jPr4CM0fO�N�OU,t/�. 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S, �i tt _ SITE PLAN REVIEW APPLICATION Date: to -1 0- O2 AP# ©L4 © Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: ' 27 A L Owners Name: &A Ly Ell1, ,9 �-F-f � SLAY A Owners Address: -7 Zi P% YnY Erte, L1- . rPrzASISF_ LA ai59 Zo� Telephone No.: Situs Address: 35 6 o Lo" N 1 t L, tJ Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building . ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) - ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By L-2 Date C— ?3-- d2 Page 1 of 5 V ALL ITEMS CHECKED APPLY TO THE PROPERTY Applicable Building Setbacks: Zoning Code Streets & Highways Parcel Is In: Front F-1 Snow Load Area: ❑ Land Conservation Act Minimum Acreage: El Verify residence can be built per coiiiirailct ❑ Nitrate Action Plan (See Environmental. Health for standards) —270 F-1 Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) Rear SRA - (CDF to deterinifie specific requirements) j- Fj 100 -Year Flood Plain: (See attached) Height • I Flood Zone: X • Flood Panel No.: Index Date: N/A N/A Sacramento River Reclamation District (Approval must be obtained from the California Reclamation" Board) F� Al. Feather River Reclamation_District(Approval must be obtained from the California ReclamationBoard) - El North Chico Specific Plan (See Developinent Fees Section and attached standards and requirements) 'yi E] Chapman/Mulberry (Set attached standards and requirements) E] Cohasset Area (See attached standards and requirements) E] Grading Zone (See attached handout) Use Requires: F-1 Use Permit E] Minor Use Permit E] Administrat&e Permit Fj Minor Variance Ej Variance ------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form F] Encroachment Permit ❑ Agricultural Worker Affidavit E] Agricultural Acknowledgement Statement Zoning: IP (> Applicable Building Setbacks: El Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbicks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Mao, Front ES 0 A - Side r —270 Side Street Rear 2> 0 Height Waterway N/A N/A N/A El Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbicks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount ❑ .Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Q Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access []Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain -"a -,Merger . ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ff Subdivision Map/Parcel Map: MOU rJ i Al N Map Date of Recording: 1 Z--2`� uA>✓•S ES, A -T &G Lot: 2 -IP Book: ) 12_� S ❑ Use PermitfiMinor Use Permit Permit Number: Date of Approval: n Comply with the following Conditions of Approval: ATTR e—H ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: ❑ Automatic fire suppression sprinkler systems shall be installed in accordancewith the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control planfor building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring: 4 inches in diameter, 4 feet from ground level. Mature trees removed shall .be replaced on. a 3 -to -1 ratio, utilizing existing oak tree stock.. Each tree to be preserved shal'Fbe surrounded by a circular zone (minimum 40 -foot. radius) identified by an orange fence during construction activities. No vegetation removal, soil: disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services. Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 A 7-1 ri 24 X 36 PRINTED ON NO. IGOOH CLEARPRINT �y -Y 7-29 7 x A/ 619 — 4 Z'f 41 fv) f � v110 7z�) 6j + if js?r L I / �iX/ "< �...iq,( , N o t N to R11 rl i�� �� � 1 J / %M� t��-G'"/y � - VirrY � t � �'` ,,,,.",..... � � , ` _.�.3 _._._.._.. 9 ...._.._ ,_ .._._..`d... � 1 All X Ltv 7( ee7/Y 7-1411 47 ez fy, L �j 4-1 4 - lo r I 1 1 /ITT/C Z> 1) VTO Y,71 IN e /;Z:l iN 7, 5 �, _ _ _ _ I , _ _ _ - C - __ _-� ___ ___-- 1z V 71 A 11617-0 ?>od�,r_ 6 I ?jr,3Mn%1wr% Butte County 3 %6 /S 13 / - - ?,/ / .4 ' . Environmental Health 1U Environmental Health n ure 1�4 I i i - JUN 2 5 2002 Chico, Cali Mia 711 GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION (ANY EXCAVATION FOR FOUNDATIONS)AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE UNIFORM BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3, DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF EXCEPT AT AREA OF LAVA CAP USE 2500 PSF (NO SOILS REPORT). LATERAL BEARING PRESSURE OF 200 PSF EXCEPT AT LAVA CAP USE 400 PSF. FRICTION COEFFICIENT OF .35 & A0 AT LAVA CAP. 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. FOR FOUNDATIONS BEARING ON LAVA CAP THE FORMS SHALL BE ERECTED TO FOLLOW THE CONTOUR OF THE SURFACE WITH A MAXIMUM OF 2" (INCHES) GAP. 10. DOWELS EMBEDDED INTO LAVA CAP SHALL BE PROVIDED BY ONE OF THE FOLLOWING METHODS: A. DRILL HOLES INTO LAVA CAP OF THE SAME DIAMETER AS THE REBAR ( 1/2" DIA. FOR #4, 5/8" DIA. FOR 95, ETC.) AND POWER DRIVE DOWELS INTO LAVA CAP, B. DRILL HOLES INTO LAVA CAP OF REQUIRED DIAMETER FOR INSTALLATION OF THE REBAR AND INSERT DOWEL INTO HOLE WITH EPDXY ADHESIVE - USE SIMPSON EPDXY-TIE ET ADHESIVE PER ICBO REPORT NO. ER - 4945 OR APPROVED EQUAL, C. AS AN ALTERNATE TO HOLDOWN ANCHORAGE BY REBAR DOWEL AND SSTB A. BOLT - INSTALL A THREADED ROD OF REQUIRED DIAMETER INTO LAVA CAP, PER ICBO REQUIREMENTS, AND EXTEND ROD UP TO THE HOLDOWN, SEE PLANS AND DETAILS FOR REQUIRED METHOD, SIZE AND EMBEDMENT DEPTH OF DOWELS. 11. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE: 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 6x MEMBERS - D. F. NO. 1 12, ALL GLULAMS SHALL CONFORM TO STANDARDS SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER RITC 117-93 AND SHALL BE OF COMBINATION SYMBOL 24F -V4. BEAMS SHALL HAVE A STANDARD CAMBER OF 2000' RADIUS, U.N.O. ON PLANS. 13. LAMINATED VENEER LUMBER (LVL) SHALL OF GRADE 2.OE STRUCLAM (SL) AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. (ICBO REPORT NO. NER-472) OR 2.OE PARALLAM (PSL)AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBO REPORT NO. NER-I 19) OR APPROVED EQUAL. 14. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE (CLOSE GRAIN) REDWOOD. 15. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23-11-H OF UBC - DIAGRAM CASE 1), UNLESS NOTED OTHERWISE. 16. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23-11-B-1 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 17. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 18, ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS, UNLESS NOTED OTHERWISE. 19. THE ULTIMATE COMPRESSIVE STRENGTH OFCONC. SHALL BE 2000 PSI MIN. IN 28 DAYS. 20. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40, 21. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 22. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. 01V 14_44�15*ea_�/ ej 0-r_).0 03— -121 , -5 7-7 Mqm or -TV] Eaxj Date Scale Drawn, Job Sheet 7 Of Sheets T2O0F FIRAMTNG NO'T'ES PROVIDE 6.16d EACH SIDE OR LSTA 18 STRAP @ LINES 6 & G, USING TS22 @ TRUSS;1. ALL TOP PLATE SPLICES WIT14 4-16d EACH SIDE (CONVENTIONAL CONSTRUCTION) EXCEPT ES "132 & G3" BOTTOM CHORDS TO TOP PLATES. INSTALL 15-16d EACH SIDE OR ST6224 STRAP AT LINE 8, USING ST6224 AT BEAM TO BEAM AND BEAM TO TOP PLATES. USE ST6236 STRAPS AT TOP PLATE SPLICES AT LINE E'BETWEEN LINES 3 & 6.3. 2. ROOF TRUSS LATERAL LOADINGS ( DRAG TRUSSES) : TRUSS "132" - 85# /1 @ TOP CHORD (T.C.) AND 2.11 @ BOTTOM CHORD (B.C.) TRUSS "C3" - 130# /1 @ T.C. AND 4.03k @ B.C, 3. SAVE BLOCKINGS BETWEEN TRUSSES TO BE CONNECTED TO TOP PLATES OR BEAMS WITH LS30 ANCHORS @ 48" o.c. MAXIMUM OR 3 - 16d TOE NAILS EACH. USE LS30 AT EACH BLOCKING AT LINE E, BETWEEN LINES 3 & 6. 4. ALL GABLE - END TRUSSES SHALL RECEIVE 1/2" HARDBOARD SIDING WITH 8d @ 4"/12" EXCEPT 3/8" OSB SHEATHING NAILED WITH 8d @ 6"/12" SHALL BE APPLIED TO TRUSS 5. ROOF SHEATHING OF 1/2" OSB OR PLYWOOD CDX WITH 8d @ 6'.' o.c. EDGES & 12" o.c. FIELD. 6. PROVIDE EDGE NAILING (E.N.) OF ROOF SHEATHING TO TRUSSES "B, B2, C3, G, G2 & G3, AND ALL GABLE END TRUSSES. epic;j;797S /a $C.Aa. `I v C� VL CVO f- F L �Or� 1002 L'11'20H 1'(' U0 [LIU 0JIA1.1A b1;® Z2 -d r b No re:; 1b'' 04.. �FA a S L ft.e.1�. PLWM Lornpu® ®" Ff.. a ISO. ;;p. C , U GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE CALIFORNIA BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS. THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTli THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPI THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUG ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF' ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT A AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 P (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SE MADE BY STEPS OF 18" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTD REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO CBC SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE (U.N.O.): 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 6x MEMBERS - D. F. NO. 1 10. LAMINATED VENEER LUMBER (LVL) SHALL OF GRADE 2.0E STRUCLAM (SL) AS MAN BY WILLAMETTE INDUSTRIES, INC. (ICBG REPORT NO. NER472) OR 2.0E PARALLAM ( MANUFACTURED BY TRUS JOIST MacMILLAN (ICBO REPORT NO. NER-119) OR APPROVI 11. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE Sw PRESSURE TREATED HEM FIR OR FOUNDATION GRADE (CLOSE GRAIN) REDWOOD. 12. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 A SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACE: FACE GRAIN PERPENDICULAR TO SUPPORTS (INCOMPLIANCE WITH TABLE 23 -II -H OF DIAGRAM CASE 1), U.N.O. 13. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUM PER TABLE NO.23-II-B-1 OF CBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 14, METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STROIT COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 15. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREN FOR UNFINISHED BOLTS. 16. ROOF TRUSSES AS DESIGNED BY OTHERS SHALL COMPLY TO LATERAL LOADING FOI TRANSFER AS NOTED ON PLANS. 17. THE ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2000 PSI MIN. IN 28 DA 18. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 19. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 20. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC, TO BE EMBEDDED INTO CO. SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. SHEAR WALL SCHEDULE - -DELTA" SYMBOL ON PLANS 1. 1/2" HARDBOARD SIDING WITH 8d @ 4" o.c. EDGES AND 8" o.c. FIELD (COLLINS PRO ICBO REPORT NO. ER - 2319). 1/2" DIA. A. BOLTS @ 72" o.c. WIDTH OF PANELS AS Nt PLANS. SEE NOTES "A & B" BELOW. 2. 1/2" HARDBOARD SIDING WITH 8d @ 4" o.c. EDGES AND 8" o.c. FIELD. 1/2" DIA. A. B( @ 60" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & B" BELOW. 3. 1/2" HARDBOARD SIDING WITH 8d @ 4" o.c. EDGES AND 8" o.c. FIELD. 1/2" DIA. A. B( @ 60" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING) STUDS WITH SSTB 16 A. BOLT TO WIDTH OF PANELS AS NOTED ON PLANS, SEE NOTES "A, B, C & D" BELOW. 4. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". SILL PLATE TO RIM JOIST W/ 16d @ JOIST TO FOUNDATION PLATE W/ A35 @ 36" o.c. 1/2" DLA. A. BOLTS @ 60" o.c. WID, PANELS AS NOTED ON PLANS. SEE NOTES "A, B & E" BELOW. 5. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". SILL PLATE TO RIM JOIST W/ 16d C JOIST TO FOUNDATION PLATE W/ A35 @ 20" o.c. 1/2" DIA. A. BOLTS @ 36" o.c. PHD: ON 2 - 2x EDGE STUDS OR POST W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANEI NOTED ON PLANS. SEE NOTES "A, B, C, D & E" BELOW. 6. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"/12". SILL PLATE TO RIM JOIST OR BLOC W/ 16d @ 4" o.c. RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 12" o.c. 4 - 1C A. BOLTS. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB16 A. BOLT TO FOOTING. PANELS AS NOTED ON PLANS, SEE NOTES "A, B, C, D, E & F" BELOW. 7. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"/12". SILL PLATE TO RIM JOIST OR BLOC W/ 16d @ 4" ox, RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 12" o.c. 2 -1C A. BOLTS. PHD5 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB20 A. BOLT TO FOOTING. PANELS AS NOTED ON PLANS. SEE 140TES "A, B, C, D, E & F" BELOW. 8. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". PORTAL FRAME WITH CONTINUOUS SEE DETAIL ON PLANS. NOTES: A. CONTINUE WALL SHEATHING OR SIDING DOWN TO THE FOUNDATION PLAT B. ALL. A. BOLT WASHERS SHALL BE 2" SQ. x 3/16" THICK. C. EXTEND A. BOLT OF HOLDOWN AS REQUIRED BY USING THREADED ROD & NUT OF THE SAME DIA. AS THE SSTB. PROVIDE SOLID BLOCKING UNDER 1 ALL -ALONG THE ROD. D. USE ONE SIZE GREATER SSTB A. BOLT WITH CONCRETE FOUNDATION PLA( POURS. E. USE 16d AND A35 CONNECTIONS THROUGH FLOOR FRAMING SYSTEM IF RE F. USE 3x (D.F.) FRAMING AT SHEATHING JOINTS ( SPLICES) AND 3x P.T. HEM FOUNDATION PLATE. ALTERNATE TO 3x P.T. FOUNDATION PLATE - USE 2x AND DOUBLE THE NUMBER OF NOTED A. BOLTS. EMBEDMENT OF ALL 1/2" A. BOLTS SHALL BE 7" MINIMUM. TME tNIGINEEFIS SEAL AND SI'GflATURS ON TFIE . DOCUMENTS PERTAIN, .TO THE ITEMS AS OUTLINED IN THE sTRUCTURAL CALCULATIONS ONLY CONSTRUCTION DETAILS AND ASaEMBLIE8 NOT -PgOWICALLY DETAILED ON THE APPFOVe 0R/$Wli` 68 ARE 'THE SOLE RESPONSIBILITY OF THE BUILDER, SYRUCTURAL CHANGES REQUIRE VIEW AND APPROVAL BY THE EIV NEE E 32434 IRpfCS3Jp�,�! Reg. plres� 12 - 31 - 2W4 yf y mayI NON= . ------ !��