The URL can be used to link to this page

Home My WebLink About064-670-049y 64-67-49 92-2133 BPEM BURROW, Earl & Virginia 6356 Hidden -Lake Ln; Magali new sf�� 01�� 064-670-049 94-0237P,E BURROW, EARL 6356 HIDDEN LAKE DR.� 1AG� �� MOBILEHOME UTILITIES ELECTRIC �QO — GAS LINE A9 1 COMPACTION TEST REQ /ZZ) SUPPORT STRUCT REQ V1� 064-670-049 94-0764MHI BURROW, EARL , 6356 HIDDEN LAKE DR., MAGALIA CONT; RICHARD VAN—STAVERN /11 MOBILEHOME INSTALLATIONIs r 064-67-0-049 00-0353 BPEM GILMORE, Jim and Judy 6356 Hidden Lake Road, Magalia 0 (new single family) rov n;1it 064-67-0-049 X00-0894 GILMOItE, JIM & JUDY 6356 HIDDEN LAKE RD., MAG 10 X 10 OPEN DECK O • ,'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER66, (may/ ZON1NO BU I LD I NG P ER M IT OWNE TELEPHONEU/ 673-7 SO. FT. ' BUILDING VALUATION -OCC. NERS MAILING ADD - CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flln Fee $ 20-00 Permit Fee - $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ -C.b BUILDING ADDRESS ,, ^ Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. S UBDNISIONS NAME U PARCEL MAP _PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome A Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK _ New ❑ Addition O Remodel ❑ Utilities O Installation O Other' Describe Work: )OX/0 b)t _ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile. Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 •j = Main Service zoOA OR LESS 23.00 s LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 3 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. i_ICense Class Llc. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 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. O 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this 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, 1 shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR SO OR AODNS. ( & ACC. BLDS. 3.5¢x. NON-RESID. T. MULTI -OUTLET 97,50 OWER APPARATUS 8 PSINGLE OUTLET CIR. 20 @ 100 Ex. Occup. OUTLET OR FIXTURES BAL @ .30 Ex. Occup. oUTELD R61D)'EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 2,6-U HAZ. D. FEES 1 P FLOOD COF P�i1C�EL V PO Ho §SUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date (Da he Receipt No. 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 • Oroville, California 95965 • Telephone (530) 538-7541/A (� '( _ 9"ND. (Rev. 12/96) APPLICATION AND PERMIT UU ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 1 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service PeeA 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.WER License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. kO I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation q, of one hundred dollars ($100 r less.) l certify that in the performan f the work for which this permit is issued, I shall 1 not employ any person in n manner so as to become subject to workers' compensation laws of Cali ni ' and agree that if I should become subject to the workers' co ensatio o i ions of section 3700 of the Labor Code, I shall forthwith c ply wit tho visions. / /� j1 _ Date ` _ 06 Pature plican - ❑ Ow er ❑ Contractor ❑ Agent An OS permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service To 46.00so CCU000A NEW CONST. DWFILING OCCUP. SO DWE200ALLING OR ADDNS. ( & ACC. BIDS. 3.50FT. =REST.ONS MULTI.OUTLET @7.50 APPARATUS & POSINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES BAL p'. 0 Ex. Occup.OUTLETS AFIXED � OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring +__23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 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 - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICA TION DA TA SHEET .w 1 OWNER: �/ ASSESSOR PARC ER: Proposed Building Use: Building Inspecto : ate: At time of permit app4ca as a on, I wd ed the following data mus s bmitted prior to pe roce sing and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- � lot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ �3. Complete plans, 3/4 sets, signed by the preparer of plans. ---�9 ----- ---------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ------ =--------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El8. Hazardous Material Form. ------------------------------------------------------------- ----------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------ ❑ 11. Impact fees as shown on the attached schedule. -- -------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13 . Flood elevation certificate. ---------------------------------------------------------------------------------------- 4d'14. Sanitation and plot plan approval( Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- 1118. ------------------------- ❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- El 20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑ 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- E] 23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑ 2. tter of signature authorization ecorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ---------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. -------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: Wh3n you issue the permit, process as follows ❑ Mail to owner, /❑]Mail d6elephone 973460-7 and hold for pickup at iJ Ylt Applicant: _ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: MENA TWA 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: - Plans reviewed by: Date: Plans approved by: Date: _ Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. w� NOTES 1 .t u 49A RESIDENTIAL 064-67---�_��'A PERMIT, , GILMORE 0-049 035 ~ 6356 Jlm and Judy 3 BPEM (new single f mi Road I Magali ly) a �I ,.SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER IX JOB FINALED (Date Signature t CHECKED BY . • 4 { �t ft .f 'a t i 49A RESIDENTIAL 064-67---�_��'A PERMIT, , GILMORE 0-049 035 ~ 6356 Jlm and Judy 3 BPEM (new single f mi Road I Magali ly) a �I ,.SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER IX JOB FINALED (Date Signature t CHECKED BY . ,/ = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability Date Pool Structure; Steel -Connections -Thickness Dead Men -Lining Card B-1 Date Card B-1 Date Elec.; Receptacles and Lighting, Distance-GFI Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements ' 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date ome stalled Close to Edge of Studs & C.J. Un rfloor (Plans) OK except #'s quip. nd made up w/Mech Fasteners -Bond Gas & Water /1`11. nin Setbacks -Easements -Flood -Slope 29. 2. Min Soils-Elec. Grnd.-/ /" Fig. Depth Range Circle/ / ga Cu or AI -Oven Circ. / ga Cu or AI Insulated Neutral Ewes ❑ No 3. G rage; Soils-Steel-Elec. Grnd.-/ r Fig. Depth 32 4. P ches & Decks; Soils -Steel-/ rA r Fig. Depth lot es Closet Light -Shower Light -Spa Light 5.' mwafl"s, ain; Steel-Blockouts-Wrapped 6.m Is, Garage; Steel-Blockouts-Wrapped moke Detector 6a.. old Downs and Special Anchors Date 7=3WCard 7,/Slab, Steel -Wrapped Card B-1 Date Card B-1 8. Piers -Fireplace Ft Steel 9. D.W.V.; Fal ng -Test -2 Way C/O -Sewer Test 10. UF, P' e; Size Anchors -Yard Gas Pipi ize Test ffi 4 1. ipe; Test -Anchors -Regulator -Service Test 4 1 ,/13. Electric Underground Plenums 'Ducts; Clearance -Material -S -Ins. 4 14. Gid s-SiR&-K0n`chor Bolts -Joists -V ts- rippies 4 15. Acces & Ventilation 44 16. Insulati Date Card B-1,-W,4Date Card B-1 Date ,eJ Card B• ate Card B-1 Date,UMBING P' rmit) OK except #'s Water Htr t- ess-Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection Test Fittings & Anchor -Nail Protection .% . Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access ;22-.65's Pipe: Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELE TRICAL (Permit) OK except #'s xture-& Transformer Clearance -Ins. Protection ec.jeceptacles Spacing -Lights & Switches at Doors Date ize xes & No. of Conductors Stapled MEC ICAL (Permit) OK except #'s ome stalled Close to Edge of Studs & C.J. 35__<EC_Pl,bts quip. nd made up w/Mech Fasteners -Bond Gas & Water 40`*�FirejOace ppliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size 7 / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / ga Cu or AI Insulated Neutral Ewes ❑ No 3 ervice-Riser Conductors & Ground Main Disconnect 32 q 'p. Clearances Panels-Motors-Mech. Equip. 3 lot es Closet Light -Shower Light -Spa Light S moke Detector Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5fx Sieg Date 7=3WCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Continued) MEC ICAL (Permit) OK except #'s Caps -Anchors -Connectors 35__<EC_Pl,bts Insulation & Support 40`*�FirejOace Ties or Type A Flue -Fireplace Throat Clearance eq.50, Exhaust above insulation cess; Size & Romex Protection -Draft Stop -Ins. Baffles U,<_,ndensate Drain & Overflow, Size & Grade G pg�Fire Protection Framing ur�r ace -Vent Access -Comb. Air -Return Air Vent 115 outlet Line Firewall & Openings 58'Ext. ttic Access & Platform if Furnace in Attic S idth-Headroom- Rise- Run -Landing -Fire Protection C 1 Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5fx Sieg -Nailing Veneer 4W . StV__d_tesh-Drip Screed -Fd. Vents-Underflr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PbCMING (Permit) OK except #'s 4 Sit oper Materials & Anchors 4 all suds -Nailing Spacing & Braces -Plates -Sound 4 earl Walls over Girders & Floor Nailing 4 ra p in Walls (rat proof) 44 a tops, Furred Ceilings -Stairs -Chasers -Tubs 45 enders & Beams -Size & Bearina jingle & Duplex) Date FRAMING (Continued) 1117 ja<ers-Post Caps -Anchors -Connectors 4 . Cli -Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 40`*�FirejOace Ties or Type A Flue -Fireplace Throat Clearance ASjniA cess; Size & Romex Protection -Draft Stop -Ins. Baffles 5 Bd —indows or Exiting Doors -Sill Ht. & Dimensions G pg�Fire Protection Framing eraposrty Line Firewall & Openings 58'Ext. ors -One 3' -Check Garage 3rd Story, 2 Exits S idth-Headroom- Rise- Run -Landing -Fire Protection C 1 Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5fx Sieg -Nailing Veneer 4W . StV__d_tesh-Drip Screed -Fd. Vents-Underflr. Access 0�✓�/�/l9/8race Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date NAL (Plans) OK except #'s Ceps -Door & Sidelight Protection -Landings &00000ST2ke Detector 6 urns, a Vents -clearance -Comb, Air-Connector- arage; Above Floor-Ducts-Mech. Protection Clair B4droom Exiting G.F . & Bath Fixtures & Tub Access -Spa bo"bec. Trim & Subpanel, Breaker Sizes & Labels 69. Slairs & Rails Fir place or Stove, Clearance -Hearth ZW"E_[ec. Outlets at Wood Panel, Int. & Ext Kit. Fixt. ppliance; Ground-Air—P-P,-Cooking Clearance I . Outlets & Receptacle Kit. Counter Garage Fire Doo , Landing -Closure 56"A.C. Duct in Garage- amper (>!CNtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 1177 Ib,Elec. & Mech. Equip. Listed for Location 45,1'>ei Receptacles in Garage (F.F.I.)-Romex Protection ulation-Foam-Looked in Attic / G_4ard Rails & Deck Construction -Post Caps de'Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes .82' fetMwing Instid./Drive NoMalks Q Yes 0 No/Planters Z) Yes ❑ No A. •Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ter Well, Disconnect, Electrical, Plumbing Ext rior Elec. Trim, G.F.I. Receptacle -Underground eutilation Throuahout House AGI Protech n 4o,'Correciiorr6trom Previous Inspections to 91. 91. G est -Meters Tagged, Gas -Electric . Wa r & Sewer Connected -C/O to Grade -HD Approval ne y Compliance Certificate -Other Certificates Address Posted Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 D Card Date Card B-1 Comments at Final: INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: doff &'AaENVIR. HEALTH, CHICO DATE: /2--7-0-0 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: J. Gilmore. SEPTIC: WELL: AP#: (X+ -6070-o4-9 ADDRESS/LOCATION: 05-6 gWa," lwte, Comments: GL/memos/releasehold COUNTY OF BUTTE }� �. BUILDING DIVISION `. DEPARTMENT OF DEVELOPMENT SERVICES 41 1'Main Street • Chico, CA • (530) 891-2751 f 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. x A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, .A please contact this office immediately. . Y..+� r'ri.L ••t . COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541. CORRECTION NOTICE R 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. ��:� - �.;_�� _ _ � �•_...:-a..,irC5t9�:�r"' �'.1��4e�.�.:va�r�� 'S�a.X.'�.1:� COUNTY OF BUTTE ..... BUILDING DIVISION ... .. .. . r . .DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 z4 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE s 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. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENTtOF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE M 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, Date,//j0'0 Inspector REV 10/92 I '"qq� CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS k LOT N ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 ❑ 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 W ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 �\�. ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 �^ � �� ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 891.18 LIC. #10675 DATE INSULATION COMPLETED SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER OCF SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS & BLOW MANUFACTURER'S PRODUCT I.D. MANUFACTURER OCF ( SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER OCF . W R GRACE THIS IS TO CERTILYXHAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. �) • SIGNATURE -1 ION C RACTOR TITLE DATE MANAGER SIGNATURE -GE CONTRACT TITLE I DATE REMARKS SIC -303 BUILDER COPY BAGS R - VALUE INSTALLED APPLIED THICKNESS R - VALUE INSTALLED APPLIED THICKNESS MwNST PER EI SQUARE FOOT R - VALUE INSTALLED APPLIED THICKNESS IN KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FIBERGLASS FORM BATTS R VALUE MANUFACTURER OCF AIR INFILTRATION SEALANT k MATERIAL I MANUFACTURER . W R GRACE THIS IS TO CERTILYXHAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. �) • SIGNATURE -1 ION C RACTOR TITLE DATE MANAGER SIGNATURE -GE CONTRACT TITLE I DATE REMARKS SIC -303 BUILDER COPY • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION . 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 1,{r ERW (Rev. 12/96) APPLICATION AND PERMIT ((Jf ( Assb6 A& -V-T49 ZONING BUILDINGPERMIT OW",M AND JUDY GILMORE TEM -1817 �j j SO. FT. OCC. BUILDING VALUATION 1991 R 107,514 .OWNERS MAILING ADDRESS 647 U 11 646.00 CONTRACTOR'S NAME nwNER TELEPHONE 5555 OPEN 3,885.00 48 COV 624.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAIUNG ADDRESS Total valuation Is 125 169.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 730-50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 474 83 BUILDING ADDRE S 356 HIDDEN LAKE ROAD, MAGALIA Energy Plan Checking Fee $ 23-00 $ PERMIT FEE $ 1.248.33 LOT NO. SUBMISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF U Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 111 7-0077.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK Newer Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1 - 5 outlets 15-0015.00 Building sewer 15.00 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Filing Fee 20.OG Main Service 2200AOOR LES 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i5411 force and effect. ,,ll License Class Lic. No. �I3 U OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law f r 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. I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO ,IIIA 46.00 NEW CONST. DWELLING OCCUP. AD a" . ( .3.55 SO FT. 92.33 rOi MLIA.Coa� NON-RESID. CU @7.50 POWER APPARATUS b SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BA2L @ I'50 L O .SO FIXEI Ex. Occup. OUTLETS (RRESID.DEEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 1 35.33 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100)46.00 or le .) [ 1 certify that in the performance of a work for which this permit is issued, I shall not employ any person in an nner so as to become subject to workers' compensati ws of Califor ia, d agree that if I should become subject to the Em ensation vis' s of section 3700 of the Labor Code, I shall forthwi co#y with thcofe r isions. Date ��__ Ignature o pplicant - Owner O Contractor O Ag t An OSHA ermit is required for excavations over 60" deep and demolition or construction of struct es over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling j 5. 001 Hood 6.50 6.50 Ventilation PERMIT FEE S 65.501 Mobile Home Installation Fee $ Energy Inspection Fee $ R1'/ U c T. TYPE TOTAL FEE $ 1652.16 HAZ. ..� D. F I FLA D CL]f PAf EL P;,EL PO HD ss UE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do wort been paid. �D7ate S �7 6 I "' Receipt No. S WHITE-D.D.S.-B.D. A H I INSPE TOR GOLDEN ROD-APLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 County Center Drive • Oroville, California 95965 I Telephone (530) 538-75W P Nc (R APPLICATION AND PERMIT IV) L7 0 A.,N:,iORpARCd NaAl61 � _ I `+� � D mlill0 BUILDING PERMIT OWNE11 � "a g�� SO. FT. OCC. BUILDING VALUATION nwNERs NAAaNrq ADoaEss mCoNrRA0= ', V 0TQHIq ! /0. U . COMRACTOR'S MAUNO WOFA= cowTW/CnON LE D®i LENDER', MMUNO ADOMS Fireplace Total Valuation S ARCNRECT OR ENGINEER UCEME No. —Filing Fee S 20.00 ARCMrECT OR N/OINEERO UWNO ADDRESS Permit Fee 73o.s S Y Plan Checking Fee b - LDOMAESS GU ADD 35 Energy Plan Checking Fee $ 4P� $ 2 PERMIT FEE S tOTD10. sueoiveDN,NArre r PARCEL YAP PLUMBING PERMIT Fling.Fee 20.00 USEOFSTRUCTURE SF A Duplex O t&bilehome O Other ,vecNn Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 ^ New q Addition O Remodel O Describe Work: TYPE OF WORK LARdes O Installation O Other O Each as water heater or vent 15.00 , 60 Gas piping system 1 - 5 outlets 15.00 T5 Building sewer 15.00 S Mobile+lome I S I G W @20.00 7. PERMIT FEE _ J ELECTRICAL PERMIT Filing Fee 20.00 Main Service°0°v DR `Ess 200A oR u:ss 23.00 , 3 INA2. Main Service 200A TO IDOOA 48.00 .3 raw coNST. OwBl.tq occup. OR ADONS. a ACC. d1D,. 3.59 NOraRESIDO ' MugT oYnETacur. @7.50 POWER APPARATUS A SINGLE OUTLET CR. EX. OCCU ovnzr OR fDnUR69 2° 0 1.00 BAL .SO EX. OCCU FD(PO APPU6. OR oUriETs Esio. EA 5.00 Tem orer Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 3G PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating S. Cooling )Sm Hood 6.50 0.. Ventilation PERMIT FEi: $ 5.cSt✓ Mobile Home Installation Fee S Energy Inspection Fee S `o T. `E OT L FEE $ IMP D ,r a��620sD 5U.3 7 � This permit is he issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: T.1 J M or -e- ASSESSOR PARCEL NUMBER: C Proposed Building Use: kQ a,-) S F Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit rocess' g and/or is Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------------- y ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/ sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------------- 116. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- C38. Hazardous Material Form - ------------------------------------------------------------------------------------------ ❑9. anufactured Home data and installation ' c 'ons including Tie Down Specifications.----------------- eesof----------------------------------------------------- pact fees as shown on the attached schedule. f G p a -------------------------------------- .A California Department of Forestry plan approvaU s. - --'------------------------------------------------ ❑�� .13��. Flood elevation certificate.-------------------------L--------------- �Y Sanitation and plot plan approval �t (,D Health Department. ❑ 15. City of Chico plumbing pem-it. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: 0 (` (B) Parking: 1:118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.----------------- 1119. ---------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- El 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- ❑22. Workers' Compensation carrier and policy number. ---------------------------------------------------- E123. Owner -Budder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- ❑24. Letter of signature authorization.-------------------------------------------------------------------------. ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- E126. ------------------------------------------ ❑26. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------. ❑ 28. Existing violations and/or expired permits.--------------------------------------------------------------- 3 --15 -tr•o (Date) 9. ❑433 A, ❑r eed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- O. Other: 1. ------- --61 --© Wh you issue the permit, process as follows ❑ Mail to owner, ❑Mail to coVactoLJTelephone 873' g� and hold for pickup at '�U 1ce. I . iver with inspector. -5`J?'ZUC T 1 /a=?N 5 Z�Oo i �� Applicant: Date:A Copy of Haz-Mat form sent ❑ HealDepartment, ❑ Fire Department, ❑ Air ollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ er: Date: By: 1. Index permit application for the above items numbered: �❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner as of the abovedata by ❑ phone, ❑ mail, 13Buildin visit counter, by D te: Plans reviewed by: Date: • c Plans approved by: Date: 8.2 • O© Sets of plans on o d in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. AW TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E`H. ii1Sf O Nl V Not Pian Attached Floor Plan Attached t " " Sent to 8.0.— S13 Cil mom 6,356 14idd ►- tz Ke. [164 - (a70 ® 0+9 Owner Location AP# Plan Approved for: Sewage Disposal Y Water Supply: Public Private Well Clearance for .4L dwellingW% QQ te. � deck j2er wam4e1_ nl�r.. :H:ojId)inal for: 54ahc, zAQ!q mde Akal Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER HT1 I VY1 �I''-� A.P. # l/ &Lf -'(dO' Dy PROPOSED BUILDING USE DATE oZ d O RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ ,,,-"2. SCHOOL DISTRICT FEES -(paid at District Office) SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $_ #Units Amt. Commercial (sq.ft.) .. x =$_ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit These fees may be 0 '000 _�kbb I was ad�f �d the above fees are required to be paid prior to issuance of the building permit. ringethe 1 checking process. , APPLICANT / DATE Pursuant to Governor Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) DRAFT COPY RESIDENTIAL PLAN REVIEW GUIDE . ; SINGLE FAMILY DUPLEXAND. MISCFLLANEO US ONLY , 0 1' Owner: Building Permit Number:, ' - LOG 3 Plans Examiner: A- P. Number: Lf ' .. 1. oning requirements — (number of permitted living units). Y . Building permit valuation. R Plans signed by the designer. Proper description of work on the application. Z5! Existing violations on the property. �! Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. ' 2 Setbacks, side yard, easements, etc. ,� �- -- L � 7Z Other buildings or structures. Pra v ,d t, t e�X O �l//w i 4 Grading, fills and/or drainage. J•ce, UD/0 5. Flood hazard. , "-6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage . fees). T. FAU & FAS road setback. 8.. Building or utilities across lot lines (record form). FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section. 106.3.3). 2• 10% of natural light and 5% of ventilation (Uniform Building Code section 1203).p 3. Egress windows (Uniform Building Code section 310.4). P 2 �j p l CC W Gtr Skylights (Uniform BuildingCode section 2409 & 2603.7). % 5. Glazin in Hazardous locations ) `% . e,eo g (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). � 7 Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). coo U rage firewall separation - rd�uired on garage side including supporting walls and posts (Uniform. wilding Code section 302.4 ekception #3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). JJ_!Smoke detectors (Uniform Building Code section 310.9.1). , ,1? Water closet clearances (Uniform Plumbing Code 408.5). ' I 44hower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 DRAFT COPY STRUCTURAL DETAILS: (�'l�dt.(, 1. Conventional constru sha ed building niform Building ode section 2320.5.V4= 2. Standard bracing o engineered design niform ui uig Code se6tion 2320.11.3). /jL4-d� 3 Clerestory requiring g and/or engineering. ZLU Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. G✓ s i 8. Roof construction details complete enough to construct building. C - C 9. Rafter ties or bearing ridge beam. AW,Fireplace construction details and calculations if necessary. •7-rU46-W , Garage door header size(s). 12. Porch header size(s). W G� Stud heights.Cs rrcLer Trwy0o ro n X. Expansive soil -special foundation design required. vide Retaining walls requiring design. - A� Special Inspection requirements. S� TC �o.0 Aarn 7 Bader sizes. 4 y u"N4 �l.ac sum wallboard nailing inspection required. (:h,�Ch- SCELLANEOUS ITEMS: Com• 1. Stairway details - landings, rise and run, head clearance, handrails (Unifor•tntilding Code section 1006). . 4 2. Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 1 l.V� 4.. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). �6.. Roof covering type - (fire hazard). Foam insulation - protection. 8. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). yl$•�.(,oe - ilO{Q 10. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11. Attic access and ventilation (Uniform Building Code section 1505). 12. Combustion air for fuel burning appliances - LPG requirements,1 13. Sound requirements. - C4. nergy design compliance and Supporting documentation. Vj'. Flashing at all exterior'openings. ,16"CDF responsible area requirements. 17. Building Pie^UAA=i�cquirements: 17.1. 17.2. Flood elevation certificate. &41W 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements.r��'� 17.5. Use Permit conditions.�� G�/v 1(977 17.6. Sub -Standard Housing letter. Page 2 of 2 March 20, 2000 Jim and Judy Gilmore 6356 Hidden Lake Rd. Magalia, CA 95954 • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 ,. (530) 538-7541 (530) 538-2140 FAX Parcel Number: 064-670-049 Building Permit Number: 00-0353 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide letter of intent to remove mobil home after house is finaled. If you intend to keep mobil home as a second dwelling unit, you must apply for a use permit now. Deck for the mobil home has been built without permits. You will need to apply for a permit for the deck. Bedrooms 2 and 3 and office have windows which do not meet egress requirements. Plans must be changed to show compliance. )/ Your plans are to reflect the requirement to provide a housewrap/air infiltration retarder. 4! Your plans do not meet the Uniform Building Code for bracing requirements in the following /areas: A. Interior braced wall lines must not be offset by more than 4 feet. You show offsets of 6 plus feet. B. Braced wall panels cannot be spaced more than 25 feet apart on a braced wall line, measured center to center. Front and rear lines do not meet code. C. Trusses must be supported on braced wall lines. Trusses across popouts and at interior which are not supported on braced wall lines do not meet code requirements. Please provide a lateral design of all area that do not meet code requirements. This must be provided by a licensed professional. Provide gravity load calculations for the 4x12 beam supporting the trusses at entry/dining room. These calcs must be prepared by a licensed professional. Your licensed professional must review and approve the trusses per his lateral design and / provide us a letter stating that he has done so. /. Your licensed professional is to address all truss reactions over 5,000 pounds and is to design a foundation to suppork loads. ,8"'Attachment of the ledger for the back deck is to be shown directly on the plans and cannot be made with nails subject to withdrawal or must be designed by a licensed professional. Remove truss designations on the plans which conflict with truss calculations. You may renumber them so that they match truss calcs or leave off plans. Provide size of garage door header and beam supporting trusses at the entry/dining room - place directly on the roof framing plan. Plan check will start upon receipt of all of the above items. Additional items will be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner APPLICATION FOR SPECIAL USE PERMIT FOR TEMPORARY TRAILER Assessor's Parcel Number for Site 0 6 Street Address of Site Z T5,4 llx��lv Applicant's Name A l ypi Applicant's Address. I /- Applicant's Telephone Number Building Permit Receipt Number 0OL-0753 (Show copy of permit signed and issued) Date Sewage Disposal Permit Issue (Show copy of permit signed and issued) I certify that the above inforn'iation is coff,ect'ind thit I have read BU;7 unty Co I de Section 24-300 on the reverse side of this application. Applicant's Signature TO BE FELLED IN By PLANNING DIVISION Date Application Received Zoning Verified by Permits Reviewed by Date Letter Sent K\FoffnsWmilodrm 1#1 File: "Mobile Home Permits - Temporary" with copy of Letter T ' BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District izd Building Department No. A.P. Number obq-(oo —00. / Jurisdiction: City County Property Owner Property Location/Ac Subdivision Residential Development No �Liing Units Commercial/Industrial New Building Department Lot No. (Floor Plans reviewed by School District District Identification No. —o 7 / School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. representing 7�f square feet. School District Representative J Paid by Check # Remarks: A 111AeLIE (Applicant) 5011 (�,o73-�`17 (Phone Number) 641— (State) (Zip Code) by payment of $ �tJ 7 0K. J�AAB 2926 $ FULL MITIGATION $ �- /.3 - 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 I ,❑ APPROVED ❑ CONDITIONALLY APPROVED J§ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: C)— Date: 2 — General Information 0 1 i ca -I AP#: O�Ll Owners Name: :T1 Parcel Acreage: 3 Owners Address Building Site Address: iiil.c�ic�Wy 1 r4)G6 q,2 -D– I ewe &Information Permit Tvoe: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Muld-Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: AR. 2. , Date of Zoning Ordinance: General Plan: A ►2 Development Agreement: r Use Permit: Variance: Parcel Is In: Land Conservation Agreement S No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan 5No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone No ❑ Yes, check use Floodplain H No ❑ Yes Zone: / Watershed Protection Zone J@ No ❑ Yes Pr000sed Use Comolies With: 15 General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Familv Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Cohasset Panel Number: 010® ❑ Accessory Building Use Zoning Code Street & Hi hwa s Fire Prevention Subdivision Ma Front J� C Side Side street Rear I v 3 O Height _nvironmental Health Issues: 'arcel Crea Septic Permit Review: Well Permit Review: Land Development Review: Permit clearance N Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes ❑ Deeds Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No ❑ Yes e Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ®1 r' - Map Date of Recording: R- 8 nn�� Lot: �� Block: Book:- Page: �� V :onditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other eneral Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. �r . LONGFELLOW'-LUMBER. CO. INC. ■ Quality Truss Design ■ Roof & Floor System's (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 Customer: 89 Loren Avenue Chico, CA 95928-7434 \11A C �L rA0 vt.c Address: PO AP#: Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED INSPECTION AGENC81i, Timber Products Inspec � on 1 P.O. Box 20455 �gc� �E'��k. Portland, OR 97220 APPROVED (503)254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of -Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber defects to Longfellow immediately. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on Report trusses unless truss engineering has been designed to accomodate the specific point loads. ❑ Do secure tails with fascia ,board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct.', r m co N .L U) m CO GABLE ENI) OCIAIL IVIS IING PR(PARLD FROM COHI'UIEI( INPUT (LOADS 6 DIMENSIONS) SUBMI1110 BY IRUSS HIR. S1RONGUACK (NAIL 1D LEDGER 12' U.C.) (BRACED AT 55' U.C. 1 �,, , LEDGER (NAIL TO VERTICAL — W12 -10J NAILS) RUCIF MATERIAL A35 / 113(x ) OUILUUKEP. ( C ) OL GABLE END -- IK) SPACING FUR 113 = 56.0' O.C. REFER. III SIPPSON CATALOG C -94I1-1 FOR PRODUCT AIIACIIMENI SPECIFICAIIUN (ATTACH A35 III FI DIRECTION (SI ) (M) 2:14 F.L. OR II.F. A2 OR / BTF STRONGUACK BRACE 2X LEDGER — CUPOION IP,USSES SIRUNGOACF. BRACED AT 55' U.C. (C) IX4 CONTINUOUS LATERAL BRACING FOP. BRACE (STRUNGUACK) MENDER LONGER TITAN 72'. ATTACH AT HIOPOINI U= EACH GRACE V/2-Od CCOMMUN NAILS. ��/ GABLE END 24' MAX i (PI ) PEAK PLATE 10 MATCH COMMON TRUSSES. NOTE: CIIORDS 10 BE 2X4 FIR -LARCH 02 Hill. (SII SPLICE PLATE TO HATCH CU MHON TRUSSES. NOTE: 11115 DETAIL NAY BE USED FOR (111 ) HEEL PLATE TO HATCI1 C0141 -UN TRUSSES. TRUSSES '41111 PITCHED O.C. ALSO. (0) DPT ION TO WEB FL AT ING: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) ItelAILED HIRU CIIURD 11110 WEB 6 11IRU WEB INTO CHORD OH ONE FACE FUR A TOTAL OF 6 STAPLES. (PI ), ( SI ) L (111 ) .UST BE PLATED. (G) GABLE END OESIGII BASED BIT 75HPH WINO AP IRE '0' AT 0-25 FT HEA. PLATE MAX. WEB LENGTH IX3- 2-0-0 2X4• 0-1-0 3X4• 13-6-0 UUILOUKER LO U. Ex oS1 11EIC7Ir. , PLT TYP. Wave TPI -95 IT Design Criteria: TPI -95 O O O O ••YARNING•• TRUSSES R(OUIR[ ERIR[HE CAR[ IN FABRICAIION. HANDLING. SNIPPING. IRSIALIING AND BRACING. RIFER IO RIO.91 (HANDLING INSIALLING AND GRACINO). PUBLISHED BY IPI (IRUSS PLAIE INSIIIUII. SO7 O'ONOFIO OR.. SUITE I00, MADISON, NI 5]119). FOR SAFEIY PRACTICES PRIOR 10 O O P(RF OR HINO IN ES[ FUNCTIONS. UNLESS OIN(0. WE IN01CA1[D, IOP CHORD SHALL IIAYE P0.0P[RLY AIIACHED O O SIRUC IURAL PANELS, 00110. CHORD SHALL HAVE A PROPERLY AIIACH[O RIGID CIELINO. ••IHPORFANI•• FURNISH A COPY OF IRIS DESIGN f0 INE INSIALLAIION CONIRACTOR. ALPINE ENGINEERED PROOUCIS. INC. SHALL 101 B[ 1[SPOIISIBLE FOR ANY D[YIAIION F10H IHIS D[SIGN: ANY FAILURE 10 O Z�T�RUS�S NO 0UIIO IH[ IR USI(I 11 CONFOR MA KE WI1H IP1: OR FABRICATING, NANOIING. SHIPPING, INSIALLAIION OR BRACING OF 'RUSS(S. 'HIS O[SIGN CONFORMS NIIH APPI ICABI[ PROYISIONS OF NOS (NAIIONAI DESIGN 11 ECIF ICAIION PUBO SHED BY IH[ AH[RICA1 FOR[il AND* IT PAPER ASSOC TAI ION) AND 'P 1. ALPINE OF [ACHCON EFACE OF CIORS AN[ IRUSS[ AND UNL[SSGA I OTHERWISE IOC AI[0 0N[ 1111 SEO[S ICU. SPO 11110. CONN[CIORS[ PER 10 DRAWINGS 170. ISO AND 160 A -F. AN (NG1N[[R'S S[AL ON IRIS DRAWING APPLIES ONLY 10 III( O(SIGN OF IN[ IRUSS D(PIC1(D H(RE AND SHAT( NOI 01 R(LI[O UPON IN ANY OIRER WAY. D ONLOOKER CRITERIA 35' MAX. 1YP. MICH a 24' O.C. 1.5' MAX. 12' MITI 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHOUT BRACING (N 1 MAX. LENGTH V/ STROIIGBACK BRACE (S ) STANDARD 5-I1-0 II -10-0 SEON 25458 DUR.FAC. 1.15 FROM PDC SPACING Al 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 �QROFESS/pyq W. y �S '✓,o c r U CA8 �'®A �5 * * tp CIVI1 ��P FOf CALT40� 1'C LL 30.0 PSF TC DL 15.0 PSF DC DL PSF DC LL 0.0 PSF TOT.LD. 50.0 PSF REF R992 DATE 03/19/98 DRW CDT 12 SEON 25458 DUR.FAC. 1.15 FROM PDC SPACING Job: OE TAIL -92 (ALTERNATE BRACING NOTE: SEE DRAWING DRININAL FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN HERE. •TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. REFER TO TPI HIB -91, SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. `UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY (BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHEO CEILING. CD103 (A) IX4 03 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF THE BELOW MENTIONEO BRA ING TYPES MAY BE SUBSTITUTEDM 2X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 1X4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS Q 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SEE OR umi. OESI6N FOR PRQPFJI OEHENSION9 f _I ADZ j3KAGN w 41b O o t3 O o ATRUSS O NMI 14PORTANTII i""me E16)1EETED PDISOCTA 11C. SHILL 4W FESPW/I10IS t01 AIV OI11111oF rm'I two 0!51011 OR NESE SRLIFICl1101S. to UV ►l[LtaE 10 fIJIID ltt 1POSS )tl OfPI1ORIOICE MIIII OSil1 C/ fM. 1tPax t"EC10FS APE OAK Ot OJGA 0XV. STEEL *tTItO ASM A"s CA S FACIPI AS HDIEO. lt" f C01►ECTCM 10 EIlth FADE OF 11m— No N1tIS 011e"41SE IOCAIES ON MIS otstGll ►OSITILTI DOT1,E01on "El Cat11br'!5 13% ISS t INA -F. MICA ITAIDAPOS SEAL On lot$$ COL -016 APPLIES TO ME CO"011 DEPICTM WE C1Lf. SND L11 !Di 0E itillEO WWI )11 ATif OTNFA 111f, •--,,, . ,mee a�,r ,warinrr Iiw . loci I11tIm eEfttal WARNINGI"'Aw 1EaanE t:nlEtrc" I 10 WICIL .'. EpCC11011 MO OICI'd. SEE M -D1 Of IPI. IEE. TMS DESISO tOP J97tf1O1Ll SFECItt. PERAftfin 8PACIIA "E AtltPFAIAS. WLESS OTMPW1fE bO1CAIETL IOP�C OIOPO MLI. EE UtEPALLE 911ACM AItH PPCKP VI A1140EO PLW" STEAMING, DOf1CN t110t,E AIM PPOPE)Lf AITAUEO ")SIO CEILDIS -- SCEW'�TOT. KII 1 FOP oriniu tAPA.M11011. FCRIM AICOPY of IMIS CEf1Ol t0 DIE WOfi IPECTIOO GMTtiAC10P. sPFe1l1u110u PCt1 f07aO ro1IIPuCIIaH �QT` �`/( 1 -CD1D3 N0,:�413Ai5 : 1.� 6D9� * s�` cru � ` 0! c�� TC LL 30.0 PSF TC OL 0.0 'PSF DL �J•O PSF BC LL 0'0 P.SF LD. 5U•O PSF REF 8992--42293 DATE 06/2B/93 DRW ENG FMf ,111W DUR•FAC. 1 . 1 SPACING 24.0" TRUSS URACING/ULUCKING DETAIL TATS DWG PREPARED rROH COHPUTER INPUT (LOADS 6 OIHEIISIOTIS) SUBHII[ED 8Y TRUSS HFR. TRUSS nRACING/DLOCKING DETAIL (AT SU PO11T) NJ01E• BRACING DESIGNED TO STABILIZE 1ROSSES. AND HAS NOT BEEN DESIGNED TO RESIST LATERAL 91EAR LOADS. (A) 2X4 13 IIEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACII W1111 (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BO11I ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (N) ISEIGIIT OF TRUSS AT SUPPORT. I w I I NG -VERTICAL WEB SECTION S -S - TRUSS (D) 2X4 II.F. 13 OR BETTER DIAGONAL BRACE. APPLY III PAIRS AT 16-0-0 (T) - TRUSSES D.C. ATTACII TO EACII OVERLAPPING TRUSS USING (2)-16d NAILS AS SIIOWN. (P) SHEATHING APPLIED TO TOP CIIORD. BRACE MAY BE LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. IJ n APPROX. (DB) BLOCKING TO BOTTOM CIICPD OVER SUPPORT, 45' OF DOT -ICM CHORD. II.F. 13 OR BETTER 2X SIZE PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD 18.20 CA 1 R - O O O O O �-�, T�� 1BIACIAG O ALP 1 I�S' TPR US Q Q O O O O O ^ IJ •YARNING•• IRUSS(S R(OU111 MAINE CAR( 14 FABRICATION. HANDLING. SNIPPING, INSTALLING AND BI ACING. REFER TO KIB•PI (HANDLING IRSIAMAG AND BRACING), PUBLISHED BY IPI (TRUSS PIAT[ IASIIIUI[. SB] D'OAof10 D4., sunt 200, MADISON. YI S3119)• FOR SAFETY PRACTICES PRIOR to IltF04NING IN[S( FUAZIIOtS. UAl [SS OIN[0.Y1 S( INDICATED. IOP CHORD SHAH NATE PROPERLY ATTACHED TIRUCf UAAt PANELS, BOTTOM CHORD SHAH MAY[ A PROPERLY AIIACR[O RIGID CI(IING, " IMPORIA14 FURa ISM A COPY OF INIS DESIGN 10 IN[ INSTALLATION CONTRACTOR. ALPINE ENGINEERED II OO UC I S, UC, SNLII t0i :11.11.FOa ANY VITIATION FROM THIS DESIGN; ANY FAILURE 10 1 4(5101 SISII'll. BUIIO 1H( 10.USS[S U CON, ORMANCt YIIH 111: 00. FABIICAIIIG, HANDLE SHIPPING, INSIAIIAI ION OR OF IRUSS(S. INIS DESIGN CONFORMS YIIH APIL ICAOII P40TISIONS Of NOS (NATIONAL D(SIGM SPICIFICATIDA PUBIISHID BY THE AMEAtCAN FONtSI AND PAPA ASSOCIAIION] AND ETI. WIN[ [04((1013 ARE MIDI Of TOGA ASIX A113 GRI? GATT. SII It. [TCCA AS AOI(D. APPLY CONNECTORS 10 LACK FACE OF TRUSS, AND OAl(SS OIHEaYISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PLO DIAYIAGS I)0, 1To AND 110 A,f, AN ENGINEER'S " At ON THIS DRAYING A11EIIS ONLY 10 IHI DII. GN Of IN Ia USS Dl11Cl(D HI11 AND SNAIL NOTBE0.(t l(0 UPON 1A ANY OIXII YAY. ��T CSSIO Q /If,��yC �� y C7 pW- 6��1 * E1P- * CIV`\' Q�\! AI'l \tt0 �rE DF C�\' , TC LL TC DL D C D L L L T O T . L B . ( L ) R E F R 4 2 1 DATE 1/12/94 D R W 3,048,634 D U R .FAC . CA -ENG / C W C SPACING SEE ABOVE v Job: TIIIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS HFR. + n c TRUSS PROFILE IT/ 24" O.C. F(IIIRING TRUSS PROP I LE MIT 48" O.C. FURRING O GUILT -IN CRIPPLES (REMAINS IN PLANE WITH IRIISS) I ` (0) iYP. � p6 HIP FUR I WITH FIIR 115 IIIP WITH FUR -PLY �� ip4 HIP MI111 FIIP, I -PLY '=� p3 HIP WITH FUR I -PLY SETBACK SETBACK- [IISETBACK--{ HIP WITH FLP I -PLY I I— LQ1JQ11.]t---iu]lGZli711 !11 HIP WRITER NAY BOE MI.ILIIPLGMI:MUER (8) PURLINS SPACED a 24'0.C. IYP. \ \ PERMANENT DIAGONAL BRACING (CONTINUOUS 2X4) V API'LIED TO TOPSIDE OF FIAT UP (0) CRIPPLES SPACED 24' O.C. IYP. CAIRO BY ERECTION CUMIRACHIR (0) FURRING L FLAT IC (SEE UI'ACING DETAIL) SAME SIZE AND SPECIES AS DESIGN • NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE, #I IIIP I HAY BE I JACK RAFTER RIGID CONNECTION DETAIL. SIMPSON 113 TIE JACK RAFTER. I'I:IMANENT START OF TOP CINRD EXTENSION ( SLUI'ING 10 FLAT) pl HIP, REFER TO ORIGINAL DRAWING FUR 141JIlE INFUTIMAIIb SEID 1� BUILT-IN CRIPPLES (REMAINS IN PLANE � o Willi TRUSS) m pG NIP CHORD EXIENSIDN I -PLY �(0) IYP. j�p5 NIP W1 III IUP I -PLY ��p4 HIP CI�II?0 EXTENSION -PLY p3 HIP WI III FIIP I -PLY x(11) In 11 IB) II (D��cDIJ �)�/p2 HIP CI NPU EXTENSION [-PLY 01 HIP GIRDER MAY OE MU.IIPLEMEMOER (0) PURLINS SPACED a 24'O.C. TYP. \ \ PERMANENT DIAGONAL BRACING (CBNIINI.IIILIS 2X4) v APPLIED 10 TOPSIDE IIF- FLAT 113P (I)) LI'll'PI.ES SPACED 4G' O.C. IYP. CHORD BY ERECTION CONTRACTOR (0) FURRING 6 FLAT TC (SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN. s14DIE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER. CRITERIA NOT SHOWN HERE. BRACING DETAIL - SECTION A -A FLAT TCIP CHORD PURLINS START OF THE 111P CHORD (TYPICAL) (CONTINUOUS)/ EXTENSION (SLOPING TO FLAT) PIIIIF SI ILATIIIIIG JACK RAFTER L PERMANENT OIAGIINALS FORM DRACED DAY. REPEAT AT ALL (IIP ENDS AND SEE SIMPSON CATALOG C -P195-1 AT APPVUXIMAIULY 20' INTERVALS OR LESS 711EREAFIER AND AT END DAY. FOR IIAILIIIG SPECIFICATIONS. ( I )I NLIIE: PERMANENT UIAGIINAL OWING NAILED fD UNDEPSIOE OF FLAT TOP CIITIRO PREVENTS LATERAL MOVEMENT OF JUII CHORD. (IF PLYWBOD SHEATHING IS PRESENT ON END•JACKS, AND JACKS APE PP.DPI:P.I_Y ATTACHED (SEE DETAIL) 10 pi HIP, THEN DIAGONAL GRACING IS NUT NECESSARY AT #1 HIP, InIWEVER, PLACEMENT a 20' INTERVALS IS STILL P.EIR)IRED. ) PLT TYP - ALPINE DESIGN GRIT Q8Q Rev f7 3v3 *�IMPORTANTMI(ALP"E ENGI/EEn[o Pnomis. INC. WARNINGInUSSES EOUInE ER1nEHE CAnc 1tQlQf`�sit TC LL PSF REF R427-- O O O O O O SIIAIL 101 BE HESDOISIBLE fdT ANY IN HANDLING, EnECIION AND (LC, 1y O O O O DEVIATION IRON 11115 DESIGN On HESE SPECIFICATIONS. IMI ANY BnACING. SEE 1110-01 BY IPI. SEE THIS DESIGN �IV�' �*� C E' TC DL PSF DATE 041 O O O O FAILURE TO BUILD THE TRUSS IN CONFORMANCE Mt IH OSIBB BY TPI. ron ADDITIONAL SPECIAL PERMANENT BRACING RE O O O O ALPINE CONIECIORS ARE NAGE Of TOGA QALY. StEEI. MEEIINO ASIX OUIRENENIS. UNLESS OIIERMISE IIOICATEO, TOP a � .O Iy., 13C DL PSF ORW C01I08 p p O O AA A6 GR B EXCEPT AS NOTED. APPLY C0101ECICAS t0 EACH FACE Of CHORD SHALL BE LATERALLY BRACED MIM PROPER K ALP INE O MUSS AND UNLESS 011ERWISE LOCATED ON THIS DESIGN, POSITION LY AttAOIED PLYWOOD SIEAIIIIIG. DOIfUN C10nD r 7D 13C LL PSF CA -ENG PBC O O COIIIEC1On5 PER DnAWIGS 170. ISO 0 100&-F. DESIGN StANOAMS wim PnOPEPLY ATIACIED RIG10 CEILING -- SE[ * TOT. LET. * PSF C=3 TRUSS O O COMMA M/APPLICABLE Pnovlsloln OF MS C IPI. AN ENGIIEETI'S ALPINE IFCIN ICAL U'DAIE 11/1/011 rnn rnom" SEAL ON 11111 DMMIIG APPLIES 10 HIE COMININEN1 DEPICTED IEnE ORYMALL ArILICA1IU11. FUMIS/I A COPY Of TIIIS Arr CI�IIV a!, DUR.FAC. " IN as Y. AND SIIAIL 101 BE RELIID "I IN AN( OVER MAY, O[SIGH 10 INK TRUSS [NECTIIttI CUII RACIUI. �% n o o cT __1P1 - IIAISS I,IA1[ N111E1N1F. Nus - 1911 HAIIINIAl utsual SPtr.trlr.AIINN run Mnnn CnNSlnuctl( C Of 10 SPACING " 90.. PIIIIF SI ILATIIIIIG JACK RAFTER L PERMANENT OIAGIINALS FORM DRACED DAY. REPEAT AT ALL (IIP ENDS AND SEE SIMPSON CATALOG C -P195-1 AT APPVUXIMAIULY 20' INTERVALS OR LESS 711EREAFIER AND AT END DAY. FOR IIAILIIIG SPECIFICATIONS. ( I )I NLIIE: PERMANENT UIAGIINAL OWING NAILED fD UNDEPSIOE OF FLAT TOP CIITIRO PREVENTS LATERAL MOVEMENT OF JUII CHORD. (IF PLYWBOD SHEATHING IS PRESENT ON END•JACKS, AND JACKS APE PP.DPI:P.I_Y ATTACHED (SEE DETAIL) 10 pi HIP, THEN DIAGONAL GRACING IS NUT NECESSARY AT #1 HIP, InIWEVER, PLACEMENT a 20' INTERVALS IS STILL P.EIR)IRED. ) PLT TYP - ALPINE DESIGN GRIT Q8Q Rev f7 3v3 *�IMPORTANTMI(ALP"E ENGI/EEn[o Pnomis. INC. WARNINGInUSSES EOUInE ER1nEHE CAnc 1tQlQf`�sit TC LL PSF REF R427-- O O O O O O SIIAIL 101 BE HESDOISIBLE fdT ANY IN HANDLING, EnECIION AND (LC, 1y O O O O DEVIATION IRON 11115 DESIGN On HESE SPECIFICATIONS. IMI ANY BnACING. SEE 1110-01 BY IPI. SEE THIS DESIGN �IV�' �*� C E' TC DL PSF DATE 041 O O O O FAILURE TO BUILD THE TRUSS IN CONFORMANCE Mt IH OSIBB BY TPI. ron ADDITIONAL SPECIAL PERMANENT BRACING RE O O O O ALPINE CONIECIORS ARE NAGE Of TOGA QALY. StEEI. MEEIINO ASIX OUIRENENIS. UNLESS OIIERMISE IIOICATEO, TOP a � .O Iy., 13C DL PSF ORW C01I08 p p O O AA A6 GR B EXCEPT AS NOTED. APPLY C0101ECICAS t0 EACH FACE Of CHORD SHALL BE LATERALLY BRACED MIM PROPER K ALP INE O MUSS AND UNLESS 011ERWISE LOCATED ON THIS DESIGN, POSITION LY AttAOIED PLYWOOD SIEAIIIIIG. DOIfUN C10nD r 7D 13C LL PSF CA -ENG PBC O O COIIIEC1On5 PER DnAWIGS 170. ISO 0 100&-F. DESIGN StANOAMS wim PnOPEPLY ATIACIED RIG10 CEILING -- SE[ * TOT. LET. * PSF C=3 TRUSS O O COMMA M/APPLICABLE Pnovlsloln OF MS C IPI. AN ENGIIEETI'S ALPINE IFCIN ICAL U'DAIE 11/1/011 rnn rnom" SEAL ON 11111 DMMIIG APPLIES 10 HIE COMININEN1 DEPICTED IEnE ORYMALL ArILICA1IU11. FUMIS/I A COPY Of TIIIS Arr CI�IIV a!, DUR.FAC. " IN as Y. AND SIIAIL 101 BE RELIID "I IN AN( OVER MAY, O[SIGH 10 INK TRUSS [NECTIIttI CUII RACIUI. �% n o o cT __1P1 - IIAISS I,IA1[ N111E1N1F. Nus - 1911 HAIIINIAl utsual SPtr.trlr.AIINN run Mnnn CnNSlnuctl( C Of 10 SPACING " ----- =1� ---- — NIP' _B -- - •.__...-- — lu .k 124itaG. �iPp-GENE C�'�FiI� E-- - • -• - � ��— .- } '[iZU tea. 'T`fP. o F To FPGE To .PLAN G�K� --- GoMMoN NA R1C�E i • LAYv1r• - ----� �—�o4�•T GUroi= � ENND O� G�t�tT ER Hip. �. ( �.._HIP�TO RIDGE ._ IQ �a�t�2n IIfl: plt 2�4 oF- RIF M�rlr� Tom' of N I P Hip I,,{ r--iz /IG � 5PLF- �xb H1P TO HIP MASTER � �tl4�ll�lt•ou STANDARD' HIP DETAIL LONGFELLOW LUMBER CO. CHICO, C'A_ (916) 893-0112 1111S OWG. PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONSI SUOMITIEO BY TRUSS HFA. STANDAnn JACK DETAIL SPACING 4 24' D.C. DEFLECT l ON CI1l TEn1 A: 1.3X3 ILIVE LOAD) IIAFTCn SLOPES < 4: 12 - L/240 IIAFTEII SLOPES > 4: 12 < 12: 12 - L/ 1110 CEILIIIG JOIST - L/240 RAFTEn \ :) IT IS TIIE AESPONSIOILITY OF THC UUILUING DESIGNER AND TRUSS FA011ICATOII 10 nEVIEW THIS UIIAWING PRIOR TO C111TING LUMOCn TO VERIFY THAT ALL DATA, 1NCLUOING 0114ENSIONS AND LOADS CONFOf114 TO WE A11CIIIIECIUIIAL SPECIFICATIONS AND FADnICATOR'S TRUSS LAYOUT. C'` E1LING .JOIST LIVE LOAD (PSF) DEAD LOAD (PSF•) DURATION FAC1Un SIZE GnAOE PLATE-WAVE_TPI95 0 0 0 0 0 0 ""N. • AND o O C� O A 0 0 0 0 p01 0 0 � _C ALP( o C=3 r= o 'A"l 0 o RG1 PE o TRUSS o iiia 0 o ACC E 0 0 0 0 0 0 ESI MAXIMUM CLEAR SPAN_ �l 1.0X3 2X4 ITEM -Fin STANOAnD -REDUIREO IF nAFTEII NOT SUPPORTED AT ENO 11AFTER SLOPE � 4: 12 FIAFTER SLOPE _> 4: 12 BUT < 12: I2 16 16 30 30 16 16 30 30 7 15 10 15 10 15 10 15 25X 25% 15% 159 25% 25X 15% 15X 0-7-0 6-0-0 7-7-0 --MAXIHU4 CLE Nl SPAN - - CEILING JOIST 5 ' 1,00 SIGN CRIT=UBC OTY - I TOTAL - 1 TRUSSES REOUIRE EIITREHE CARE IN FABRICATING HANDLING 5111PPING INSTALLING IUIEE SB3T0'ON0Ff91I01OR SUITEM200LLNAOISON bWIa153719LUFORSSAFEbTY PRACTICES Q�Ot IFORIIING MESE FUNCTIDNh. UNLESS bTIIERWISE INOICATEO, TOP CHORD SHALL HAVE 40 Cy ACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIC 10114PORTANI"" FURN1S11 A COPY OF 1H1S DESIGN TO THE INSTALLATION CONIRACTOR. G �p IEEREO PRODUCTS INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 00 3845 r 1PPING. TO AND GAACINONOFOTRRUSSES. MDESIGNT� NFORMSRNITNIAPk ICABL F NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND [� 637 ATIONI AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM A653 OR40 GALV. STE IED. APPLY CONNECTORS TO EACt1 FACE OF TRUSS AND UNLESS OIIIERNISE LOCATED U * �! FPPROFESSIONATION ALENGINEERINGCIOPS PER RRES RESPONSIBILITY SOLELYkFOR WON E11111199ACOMIONENjCAtE CIV��. . 111E SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING r�It Ar I ►L�� REF 8992-9091z DATE 01/15/98 ORWG CDI00 CA -ENG JS 2X4 �1 FL 9-2-0 0-7-0 7-11-0 7-5-0 0-5-0 7-11-0 7-6-0 7-I-0 0- -0 2X4 11 b BET. FL 9-4-0 0-9-0 0-0-0 7-0-0 0-7-0 6-0-0 7-7-0 7-3-0 0-10-0 19 9 2X6 SS FL 13 -II -0 13-1-0 II -10-0 11-441 12-0-0 '11 -II -0 II -4-0 10-I0-0 13-11-0 SIGN CRIT=UBC OTY - I TOTAL - 1 TRUSSES REOUIRE EIITREHE CARE IN FABRICATING HANDLING 5111PPING INSTALLING IUIEE SB3T0'ON0Ff91I01OR SUITEM200LLNAOISON bWIa153719LUFORSSAFEbTY PRACTICES Q�Ot IFORIIING MESE FUNCTIDNh. UNLESS bTIIERWISE INOICATEO, TOP CHORD SHALL HAVE 40 Cy ACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIC 10114PORTANI"" FURN1S11 A COPY OF 1H1S DESIGN TO THE INSTALLATION CONIRACTOR. G �p IEEREO PRODUCTS INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 00 3845 r 1PPING. TO AND GAACINONOFOTRRUSSES. MDESIGNT� NFORMSRNITNIAPk ICABL F NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND [� 637 ATIONI AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM A653 OR40 GALV. STE IED. APPLY CONNECTORS TO EACt1 FACE OF TRUSS AND UNLESS OIIIERNISE LOCATED U * �! FPPROFESSIONATION ALENGINEERINGCIOPS PER RRES RESPONSIBILITY SOLELYkFOR WON E11111199ACOMIONENjCAtE CIV��. . 111E SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING r�It Ar I ►L�� REF 8992-9091z DATE 01/15/98 ORWG CDI00 CA -ENG JS (HIDDEN02-GILMORE / HIDDEN -. Al 24' Common) TOP CHORD 2x4 DF -L #1 C- OT CHORD 2x4 DF -L i1 \ WEBS 20 OF -L Standard ca LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. rte-: I 0 M C17 C O z H V Ll d tx t1. Ll W fY. w W • C; z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W04 e n 1-4-o ( 12-0-0 1 12-0-0 • 24-0-0 Over 2 Supports J 1 R-1328 W-3.5' R-1328 W-3.5" Ln CT PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD C� ••YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NAAOLING. SNIPPING. INSTALLING AND p BRACIIG. Rtf[R TO MEB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TROSS PLATE INSTITUTE. $03 D'ONOFRIO OA., SUITE 200, MADISON. MI 13719), FOR SAFETY PRACTICES PRIOR TO N PERFORMING TME$[ FUNCTIONS. UNLESS OTNERNISE 'INDICATED, TOP CHORD SHALL RAVE PROPERIT ATTACKED STRUCTUR At PANELS, BOTTOM CHORD SBAIL GATE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-- FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N PRODUCTS, INC. SMALL ROT BE IIESPONSTDtE FOR ANY DEVIAT101 F100 THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN 'D'D NITB TPI: OR FABRICATISO, BABDLINO. SHIPPING, INSTALLING ARD A L P I N E BRACING OF 7 ASSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN W SPEC IFICAT ION PUBLISHED BY INE AMERICAN FOREST AND PAPER ASSOCIA110R) AND TPI. ALPINE Cy CONNECTORS ARE MADE OF 20GA ASTR A653 6110 SALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTBERVISE LOCATED DN THIS DESIGN, POSITION CONIECTORS PER ORAMIRGS 160 A•1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �5,,� ,� � A'SPO RS ISILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ryY,-131�1rMc. P OdUC COMPONENT T1raft A SECT10ICULAR BOILDIND IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER Sec w `a • 1 1 El CA - 1 - - - F fESalp,� TC LL 33.5 PSF • ,� TC O! 10.0 PSF BC DL 7.0 PSF BC !L 0.0 PSF * TOT.LD. 50.5 PSF i DUR .FAC . 1.15 SPACING 24.0" Scale-.25M/Ft. REF R427--15703 DATE 02/21/00 DR W CAUSR427 00052013 CA -ENG AEB/CWC SEON - 16292 FROM KD f , RIDDEN02-GILMORE / HIDDEN - AIA DR TOP CHORD 20 DF -L #1 RIOT CHORD 2x4 OF -L $1 co WEBS 2x4 DF -L Standard �Y• _.'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. cv-A e - L 0 H v . A o x ate. A W a W W W4X6(A2) e z w THIS nW0 PRFPAREn FROM COMPUTER INPUT ILOAns 6 DIMFNSIONSI SUBMITTED BY TRUSS MFR. ** THE MAXIMUM HORIZONTAL REACTION IS 1867.21# -- IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TRUSS TRANSFERS 70.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W4X4 s w z LL 4 O LL-_4� w I 127-0-0 _I_ 12-0-0 _I 24-0-0 Over 2 Supports — J 0 0 O O CV R., R-1802 W-3.5" Rh -1867/-1867 A►A -r- 0 WILLING DEPARTM R-1802 W-3.5' As F re riV PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD CA - 1 - - F ••WARNING' TRUSSES REQUIRE EITREME CARE 11 FABRICATION, HANDLING. SNIPPING. INSTALLING ANO IMAC I NG. REFER TO NIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR.. SUITE 200, MADISON, NI $3719). FOR SAFETY PRACTICES PRIOR TO YERFOANIRO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NATE PROPERLY ATTACHED �FF�� w /y (�� TC TC LL DL 33.5 10.0 P S F P S F STRUCTURAL PARELS. BOTTOM CHORD SMALL MATE A PROPERLY ATTACHED RIGID CEILIR6. "IMPORTANT•• FURAISH A COPY Of THIS OE 5161 TO INE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 P S F PRODUCTS. INC. SHALL LOT BE RESPONSIBLE FOB ANY DEVIATION FROM IRIS DESIGN; ANY fA1LURt TO b 5 BUILD THE THUS$($ IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING AN BLACIRG OF TRUSSES. INIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESI6 B C L L 0.0 P S F 7ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP IRE CONNECTORS All NADI Of 20BA ASTM A693 GRAD GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO f Apr 13 2000 * TOT. LD. 50.5 PSF ASS * CA 9 8 •Inc EACH FACE OF THIS$. AID UNLESS OTHERWISE LOCATED ON THIS OESIGB. POSITION COHRECTGRS PER DIAWINGS 160 A -l. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PRQFESSIONAL ERG1.1EMIRS RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TH[ SUITADILITY AND OSE Of THIS COMPONENT FOE ANY PAR71CULAR BUILDING IS THE RESPONSIBILITY Of THE BOILDINO DESIGNER, PER ANSI/TPI 1.3195 SECTION I. CIV16 �,P ��CAIa D UR .FAC . 1.15 SPACING 24. 0 ' Scale-.25"/Ft. REF R427--63552 DATE 04/13/00 DR W CAUSR427 00104042 CA -ENG AEB/GWH SEAN - 33735 FROM KD DOEN02-GILMORE / HIDDEN - A2 24' Common Glyder ;TOP CHORD 2x4 DF -L #1 Lr"BOT CHORD 2x8 DF -L SS civ WEBS 2x4 DF -L Standard :W5 2x4 OF -L #1: -mr :Lt Wedge 2x4 DF -L Standard::Rt Wedge 2x4 DF -L Standard: ADDITIONAL LOADS --- ------------------------------------------ BC ---From --- 808 PLF at 6.00 to 808 PLF at 12.50 C-1. BC - 3780 LB Conc. Load at 6.00 (H) R z (H)RECOMMENDEO CONNECTION FOR TRUSS F4 FRAMING FROM THE BOTTOM CHORD: SIMPSON HHUS28-2. SEE SIMPSON CATALOG C-PT99. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR 32-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24' O.C.: SIMPSON HUS28. SEE SIMPSON CATALOG C-PT99. *********DO NOT TURN TRUSS END FOR END********** W6X4 IN LIEU OF OR RIGID CEILING USE PURLINS: W5X8 10 TO BRACE BC @ 48.00' OC W4X4(R) W5 H 6 r QON W6X6(C8) A w a z H 514 (C 8) a W5X4 III W6X8 a W6X6 8 13 (,C()H) 3780# C-1 Z 1-4-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIO 3 Complete Trusses Required SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. NAILING SCHEDULE: (0.1310.0_g_nalls) TOP CHORD: 1 ROW @ 12" 0.c. BOT CHORD: 1 ROW @ 2" O.C. WEBS : 1 ROW @ 4' O.C. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ** THE MAXIMUM HORIZONTAL REACTION IS 2026.93# -- TRUSS TRANSFERS 80.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. (C)CIRCLE INDICATES OTY. OF 10d BOX NAILS (0.128"X3") ON OPPOSITE FACE FROM HANGER TO DISTRIBUTE CONCENTRATED LOAD. USE FULL LENGTH NAILS (3' MIN.) FOR HANGER. W2.5X4 -%- --1 6 W2.5X4 e W3X8 BI _ �9-0-0 W7X6 (R) III W2.5X4 a W1 .5X4 10 W3X1 (03) = c L- 12-0-0 1 12-0-0 _1 -10-0-0 Over 2 Supports-� R-7969 W-3.5* Rh -2027/-2027 PLT TYP. High Strength.Wave TPI -95 ALPINE Wo Paghmered BNc CA s Inc, Criteria: TP BIACING. REFER TO HI8•01 (114NOLING INSIAL41NG AND BRACING). PUBLISHED RY TPI (TRUSS PLATE INSTITUTE, 683 0'01OFAID OR.. SUITE 200. MADISON. NI S3719). FOR SAFETY PRACTICES PI101 TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL RAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FOR A..H A COPY Oi THIS OESIC! TO THE INSTALLATION CONTRACTOR. ALPINE ERGINEU(O PRODUCTS, INC. SHALI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES 11 COOFORMANCE W17R TPI: 01 FABRICATING. RAIDLINB. SNIPPING, INSTALLING ANty BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT IDEAL DE516 SPECIFICATION POBLISHED By THE AMIRICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20SA ASTM A6S3 6240 GALL. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTIEIWISE LOCATED ON THIS DESIGN. POSITION CORRICTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOW TO SUI TARIM AND ISE OF THIS COMPONENT rot ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TOE BUILDING DESIGNER. PER ANSI 17 PI I.1NOS SECTION 2. R-4619 W-3.5" W. Apr 13 200 CA/- /-/-/F _ TC LL 33.5 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT. LID. 50.5 PSF DUR.FAC. 1.15 SPACING 24.0" Scale—.25"/Ft. REF R427--63547 DATE 04/13/00 DR W CAUSR427 00104048 CA -ENG AEB/GWH SEAN - 33739 FROM KD RIDDEN02-GILMORE I HIDDEN 81 12' ITOP CHORD 2x4 DF -L #1 N )T CHORD 20 OF -L #1 \ WEBS 2x4 OF -L Standard N N -ATES DESIGNED FOR GREEN LUMBER PER.NDS-97 TABLE 7.3.3. o.-: 0 c -'j cc 0 z W4X41a H V Q O GG ,� a Ca w F=u w - w z c7 z w C-2 �1-4-D� L<1 -a i 6-0-0 I 6-0-0 _J 12-0-0 Over 2 Supports R-722 W=3.5" R-722 W-3.5" co Ln c:" PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD 19 O ••NARKING•' TRUSSES REOUIRE EXIREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AN FESI O BRACING.NEFER TO NIB•91 (NANOII IG INSTALL INS AND BRACING). ?VOL"RED BT TPI (TRUSS PLATE O IR $TI I. 587 O'OMOIR IO EYE X00. MADISON, HE 53719). FOR SAFETY PRACTICES PRIOR TO CV PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYS PROPERLY ATTACHED �►.`- STRUCTWI, PARELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATYACHED RIGID CELLIN6. NOL. 10 ••IMPORTANT••FURNISX A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEENEO N PRODUCTS. INC. SHAH NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IR COWFORMMCI WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSIALIlHG AND w A L PINE BNACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of BUS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOUST AND PAPER ASSOCIATION) AND TPI ALPINE w CONNECTORS ARE RADE OF EOOA ASTM A653 GR/0 GALT. STEEL. EXCEPT AS NOTED. APPLY CORREC701S TO EACH FACE OF TIOSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL OH THIS DRAWING INDICATES ACCEPTARCI Of PROFESSIONAL EN61Af EIlNG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �CA A �'`^'pIp� �•�" COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGOER. PER Seae�to.CA95848 MSI/TPI 1-1995 SECTION 2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. CA/ -/1/-/-/-/F TC LL 33.5 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 50.5 PSF DURJAC. 1.15 SPACING 24.00 Scale —.375"/Ft. REF R427--15716 DATE 02/21/00 DR W CAUSR427 00062017 CA -ENG AEB/CWC SEQN - 29817 FROM KD (KIDDEN02-GILMORE / HIDDEN 82 12' Common Girder OP CHORD 2x4 DF -L #1 LrN10T CHORD 2x8 DF -L #1 WEBS 2x4 OF -L Standard :W3 2x4 OF -L 1: .'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CA. I** THE MAXIMUM HORIZONTAL REACTION IS 600.121 ** c` '-,IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: --FO BRACE TC @ 24.00' OC, BC @ 72.00' OC. 0 z JEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR 32'-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24" O.C.: SIMPSON HUS28. SEE SIMPSON CATALOG C-PT99. W6X4 = W3 X6 e- W3X6 e E c� 6 (— o W3 0 VY-. CL.. T7!! A w x w - w z c5 WSX4III W7X6(R) M W5X z W4X12(B3) g w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g_nalls) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: 1 ROW @ 4" o.c. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. GIRDER SUPPORTS: 32- 0- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. TRUSS TRANSFERS 50.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W4X12 (B3) - i� 6-0-0 I 6-0-0 J I 12-0-0 Over 2 Supports J I R=5258 W=3.5" Rh -600/-600 R-5258 W-3.5" LI7 oI PLT TYP. Wave TPI -95 R Design Criteria: TPI ST •-MARKING'" TRUSSES REQUIRE EXTREME CARE. IN FABRICATION. HANDLING. SNIPPING. ItSTALLING AND O BRACING. RIFER TO HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O IRSTITBTE. 503 O'OROFAID OR.. SOITE 200. MADISON. MI 53719), FOR SAFETY PRACTICES PRIOR TO CV PERFORHING THESE FUNCTIONS. UNLESS OTHERMI SE IRDICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED C`"� STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT"" FURPISH A COPT OF THIS DES] go 10 THE INSTALLATION CONTRACTOR. ALPINE ERGIHEER(O ^' "PRODUCTS, INC. SMALL NOT BE RE$,ONSIat, FOR ART OEVI ATION FROM THIS DESIGN: ANY FAILU0.E TO/ �. BUILD THE TRUSSES 11 CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. NR TALLINO AN A L P I N E GRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIO Q SPECIf1CAT10N PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA AST11 A6S3 GR40 GAIN. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 09 THIS DESIGN, POSITION CONNECTORS PEN DRAWINGS 160 A•I. TBE SEAL ON THIS DRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIREERING �X,,tl10 tESPOMSIB ILI7Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AMO USE OF THIS fti 0. � 9S� COMPONENT f0R ARI PAITICULAR BUILDING 1S THE RESPONSIDILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. +9-0-0 F_z_ JUI T"E COUNI N WI LOINC DEPAfrUDi'00`t- CA Ft a p W. h TC LL 33.5 PSF F9� TC DL 10.0 PSF 5 BC DL 7.0 PSF BC LL 0.0 PSF pr 13 200 TOT.LD. 50.5 PSF CMI. j DUR.FAC. 1.15 OSPACING 24.0° REF R427--63549 DATE 04/13/00 ORW CAUSR427 00104049 CA -ENG AEB/GWH SEON - 33727 FROM KO TnnFN02-GILMORE I HIDDEN - Cl 8'3.8 Comoro TOP CHORD 2x4 DF -L #1 N OT CHORD 2x4 DF -L $1 cx,WEBS 2x4 OF -L Standard N LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I 0 r� Ca C= W4X4 - Cn v WX4 0 C= z - Y3r ca a W1.5X4 M w z C� z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LLLU Uh KLUIV zn1:Almina wL ��...� ^••-� •- (D 24.00" OC, BC ® 72.00` OC, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. Lel .4-O3J 4-1-12-1-4-1 12 J 18-3-8 Over 2 Supports--� R=535 Wm3.5' R=535 W-3.5" m Ln PLT TYP, Wave TPI -95 R Design Criteria: TPI S1 •WARMING•• IROSSES REQUIRE EXTREME CARE IN FABRICATION, HARDLINE. SHIPPING, INSTALLING AND C BRAC116. BET ER TO X111.91 (HARMING INSTALLING AND /RACING), PUBLISHED BY TPI (TRUSS PLATE C=:)I.ST ITUTE, SBS D'010FR10 D0.., SU[TE Z00, MADISON, vl 55119). FOR SAFETY PRACTICES PRIOR TO (� PERFORMING THESE fO.C110N5. -4 ESS OTHER SE INDICATED, TDP C. SHALL HAVE PROPERLY ATTACHED CV STRUCTURAL PANELS, BOTTOR CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIL116. ••IMPORTANT`• FURNISH A COPY OF THIS DESIGN TOTNI INSTALLATION CONTRACTOR. ALPINE EN6IBEEREO N PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANT O"IAI I ON fa ON THIS DESIGN; ART FAILURE TO 001 LO THE TRUSSES 11 CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING, INSTALLING AND A L P INE BIACIN6 OF TRUSSES. THIS DESIGN CO/FORMS WITH APIIICABLE PROVISIONS OF NDS (NATIONAL DESIGN Pci SPECIFICATION PUBLISNED BT TRE AMERICAN FOIE ST AtD DIAPER ASSOCIATION) AND TPI. ALPINE w CONNECTORS ARE MADE OF 206A ASTM A653 CR40 GAIN. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO rT EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 01 TRIS DESIGN. POSITION CONNECTORS PER CRAVINGS 160 A•Z. TRE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PIOFESSIONAL ENGINEERING A�., RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. TNI SUITABILITY AND USE OF THIS A � �'�•IW' COMPONENTfoN ANT FART ICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER $HCiBDltnID, CA 958n ANSI JTPI 1.1915 1E 7101 Z. we 0 • CA - 1 - - F Scale —.375" Ft. TC LL 33.5 PSF REF R427--15728 TC DL 10.0 PSF DATE 02/21/00 BC DL 7.0 PSF DRW CAUSR427 00052022 8C LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 50.5 PSF SEON - 29819 DUR.FAC. 1.15 FROM KD SPACING 24.0' nENo2-GILMORE I HIDDEN - C2 8'3'8 Common Girder !TOP CHORD 2x4 DF -L $1 �)OT CHORD 2x8 DF -L SS WEBS 2x4 OF -L Standard :W3 2x4 DF -L #1: .SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Ci. (ADDITIONAL LOADS -- -------------------------------------------------- � BC From 808 PLF at 2.00 to BOB PLF at 8.29 T_ BC 3425 LB Conc. Load at .2.00 (H) 0 TRUSS TRANSFERS 50.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. (H)RECOMMENDED CONNECTION FOR TRUSS F1 FRAMING FROM THE BOTTOM CHORD: SIMPSON HHUS28-2. SEE SIMPSON CATALOG C-PT99. W6X4(R) 6 W6X4 m v W6X4(R) 0 0 6 r 6 Ix THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIC 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g—nails) TOP CHORD: 1 ROW @ 12" O.C. BOT CHORD: 1 ROW @ 2" o.c. WEBS : 1 ROW @ 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW 70 AVOID SPLITTING. ** THE MAXIMUM HORIZONTAL REACTION 1S 414.70# ** SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC @ 12.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR 32-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24" O.C.: SIMPSON HUS28. SEE SIMPSON CATALOG C-PT99. Com. W5X4 (A4) m W3 W5X4 (A4) a W zl Cs. ..a Ln 0 W5X4(A4) WSX4(A4) -- 4-1-12 I 4-1-12 J --8-3-8 Over 2 Supports sw R-5072 W-3.5" Rh -415/-415 R-4484 W-3.5' T TYP. Wave TPI -95 o - 0 O N c„i Q ALPINE AlpCA 958 +9-0-0 Design Criteria: TPI PAHNINY-- n"ama --, ......... _...._ ... ..._- . --- - ,R.ICIBG. Rf/[I TO tlt8.91 (MANDLIMG INSTALLIBG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 D'ONOFRIO DR.. SUITE t00. MAOI SDR. YI 53719). FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOY CHOID SHALL RAVE PROPERLY ATTACHED STRUCTURAL PAIEIS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE ILIR6. '•IMPORTANT•' FVAHI SH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREi PRODUCTS, INC. SHALL ROT 8E RESPONSIBLE FOR ANY OEPIATIOR FROM THIS DESIGN; Alf FAILURE TO BUILD 7"I IRBSSES IN CONFORMANCE WITH TPI; OR FABAICATIRG, HANDLING. SNIPPING, INSTALLING AN BRACING OF ItUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PNOYTSIONS OF NOS (NATIONAL DES1 SPEC IFICAT 101 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE WADE OF I:OGA ASTM A6S3 GRAD GALV. STEEL. EICEPT AS B07ED. APPLYCONNECTORS TO EACH FACE OF TRUSS. AHD UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CoNRICTORS PER DRAPINGS ISO A•1. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING N(SPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS 10RP0NE"T FOR ANY PARTICULAR BUILDING IS THE RISPONSIBILITI OF THE BUILDING DESIGN(A, PER ANSI ... 1.1995 SECITOB 2 . Gz CA - 1 .&j ` " "'- FA APPROVED - - - F Scale .375" Ft. 3yy h 5 13 2000 * ivll. �P ON IV4 PSPACING TC LL TC DL BC DL BC LL TOT.LD. 33.5 PSF 10.0 PSF 7.0 PSF 0.0 PSF 50.5 PSF REF R427--63550 DATE 04/13/00 DRW CAUSR427 00104050 CA -ENG AEB/GWH SEAN - 29780 OUR.FAC. 1.15 FROM KD 24.0" DDEN02-GILMORE / HIDDEN - 01 8' Common) )TOP CHORD 20 DF -L #1 cw OT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard N LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CL: 0 c --A co 0 z W4 X4 H G1 aW1.5X4 1H z W2�X4A z T -T 1,1-4-01 C— Lf) PLT TYP. Wave L--1-4-01 4-0-0 1 4-0-0 J —8-0-0 Over 2 Supports-----� R-520 W-3.5" R-520 W-3.5" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. -95\R Design Criteria: TPI(S1 I AMO 0 O O N N w ALPINE w Mpme Engineered Produce, 1w.9aaammtc� CA 95828 HA •RMING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SN EPP IR6, INSTALL MG BRACING. REFER TO NIB•91 (NANOLIMO INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBS O'OYOF0.t0 OR., SUITE I00, MADISON. MI 53719), FOR SAFETY PRACTICES PRIOR TO STRUCTURAL PANELSN ESE rNB0TTOMSCHORDESMALLSS NHAVESA PROPERLYDATTACHED RIGID , TOP CHORD ACEILINLL G P0.0PE0.1Y ATTACKED `IMPORTANT•• FU0.ITSH A COPY DF THIS DESIGN TO TH[ INSTALLATI0/ CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. StlALL 10T BE 0.ESPOMSIOLE FOR ANT DE Y IATIOM FR OR TOTS DESIGN: ANY FAILURE TO BUILD THE TRUSSES 11 CORFORMARCE WITH TPI: 01 FABRICATIRG. 'AIDLINB. SNIPPINfi, IRSTAll116 AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROD IDIOMS OF NOS (HATIOBAL DESIGN SPEC IFICAT101 PIIBLISMED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE EACH FACE FEEL AS NOTED. APPLY JOFARE TRUSS, ANDE or ZUMTLESSTOTHIRYI IEAS A LOCATED ON THISE DESIGN. POSITION CONNEC70RSPER CONNECTORS TO DRAWINGS 160 A•1. THE SEAL 01 THIS BRAYING 1NDICAT(S ACCEPTANCE OF PROFESSIONAL EIGINEERINO RESPONSIB[I ITY SOI ELY FOR THE TRUSS COMPONENT DESIGN JBOYN. THE SUITABILITY AND USE OF THIS COMPO1EMi F01 AIT PARTICULAR 801tDINB IS THE RESPONSIBILITY Of THE BUILDING DF5161E0.. PER ANSI/TPI 1.1995 SECTION E. IN CA/ -/1/-/-/-/F TC LL 33.5 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 50.5 PSF DUR,FAC. 1.15 SPACING 24.0" Scale -.375"/Ft. REF R427--15723 DATE 02/21/00 DR W CAUSR427 00052019 CA -ENG AEB/CWC SEON - 29859 FROM KO KIDDEN02-GILMORE / HIDDEN - E1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2TOP CHORD 2x4 DF -L #1 :T2 20 DF -L #2: II'BOT CHORD 2x4 DF -L #1 Lr_' WEBS 2x4 DF -L Standard ,,,:PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.2 I** THE MAXIMUM HORIZONTAL REACTION IS 1839# ** c --.,NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 16" OUTLOOKERS C_ AND STUCCO (10 PSF) ON ONE FACE C__; REFER DETAILS 3,027.999 FOR GABLE REQUIREMENTS. H V .a Q O Lt.. Ca W a ' W z W2X6 (A1) W6X8 (R) M c.5 z C-1 SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS TRANSFERS 70.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W3X4 a C-3 z 1 4 0 F_i.. W3X4 Em --1 6 W2.5X4(A1) e Q I 10-1-12 I 10-1-12 _I N LI7 0 ide 20-3-8 Over 2 Supports R-974 W-3.5" R-265 PLF W-12-7-0 RH—+/-146 PLF OVER 12-7-0 SHEAR WALL Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95\R Design Criteria: TPI STD O O CV c -i Q ALPINE Alpine ED S6u==to, CA 95526OnocrDd pIOdI1GiS, 1-4-0 "WARNING" TRUSSES. AEOUIRE EXTREME CARE 10 FABRICATION. HANDLING. SHIPPING. INSTALURO AND BRACING. REFER TO HIS -91 (HANDLING INSTALL TIG AND BRACING). PUBLISHED BY T►I (TRUSS PLATALr�13 INITITOIE. SBS D'ONOf0.10 DA., LU ITE IOD, MADISON, WI SSTIO). FORSAFETY PRACTICES PRIOR TOPERFORMING INCSI FUNCTIONS. ONLf SS OTME0.Y ISE LNpICAT[D, TOP CXOAD SHALL .ATE P40PERLY ATTACHED SIIUCTOAAL PANELS• BOTTOM CHORD SNALL HATE A PROPERLY ATTACHED RIGID CEILING. '•IMPORTANT" FURNISH A COPY OF THIS DISI GHTOINE INSTALLATION CORIAACTOR. ALPINE ENGINEERED PRODOCTS.INC. SHALLNOT BE AESPDRSIBLE FOR ANT OITIATIDN FROM THIS DESIGN: ARTFAILURETOBtl1LO THE TRUSSES IN C0NF0ARANCE PITH TPI: OR FABRICATING,HANDLING, SNIPPING. INSTALLING ARO .RACINGOfYROSSES.TM ISDESIGN CbHFORMS WITH APPI ICABLE PROYISIOAS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISUED BTTHE AMERICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE CONNECTORS AAE MADE OF 2064 ASIR A65S GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 LACK FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTOR$ PER ORAYIXGS 160 A-1. TRE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EAGINEEAIUGRESPONSIBILITY SOLELY FOA TME TRUSS COMPONENT DESIGN SHOWN. TME SUITABILITY AND OSE OF TRISCOMPONENT FOR ANYPARTICULAR BUILDING IS IME RESFONSI.ILIIT OF TNT BUILDING DESIGNER. PER AXSIITPI 1 .1995 SECTION E. 11-0-0 vKffE NI l CA/ -/1/0O t. TC LL TC DL BC DL BC LL TOT.LD. 33.5 PSF 10.0 PSF 7.0 PSF 0.0 PSF 50.5 PSF REF R427--63551 DATE 04/13/00 ORW CAUSR427 00104051 CA -ENG AEB/GWH SEON - 29782 DUR.FAC. 1.15 FROM KO SPACING 24.0" RIDDEN02-GILMORE / HIDDEN - E2 ITOP CHORD 2x4 DF -L #1 � )T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard co N ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. n- W4X4 m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4(A2) - 1-4.0 W4):4(AC) s W3X4 Ea LY 10-1-12 I 10-1-12 -1 -- 20-3-8 Over 2 Supports I R-1141 W-3.5' R-1141 W-3.5' -95 O O N CV C-3 ALPINE Rine a&eered PrWucK Im. 38c2Rmm(D, CA M329 Desi4n Criteria: TPI •WAANI NG-- TNUSSE5 HLUU INC LAI N -c - pUBl138 EO BY TPI (TRUSS PRATE ORum. REFER TO 010.91 (HANDLING INSTALLING AND BRACING). 11STITUTI. 587 D'000FR10 OR., SUITE 200. HAD"' NI 55719), FOR SAFETY PRACTICES PRIOR TO PE0 ORMIN6 TMESE FUBC110R5. ONIESS OTHERWISE 1101CATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT' FURIISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E6GMENED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR All DEVIATION FROM THIS DESIGN; ARY FA 1lURE TO BRACING OFTI USSESNG AN ESIGN BU ILO THE IN CO THIS DWITH CC"FORMS ST WITH APPLICABLE PROVISIONSOF RD$ (NATIONAL DESIGN SPEC IFICA7ION POBLISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIIE CORRECTORS ARE MADE OF 20GA ASTM A6i5 6140 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER ORAW RIGS 160 A•L. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIGIRIERIW6 RESPONSIBILITY SOLELY FOR THE Tim[OPPONENT DESIGN SHOWN. THE SOITABILITY AILD USE OF THIS COMPOBERT FOR ANT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ARMS PI 1-1995 SECTION 2. JU- f E ANT CA/ -/1/-/-/-/F TC LL 33.5 PSF TC DL 10.0 PSF BC OL 7.0 PSF 8C LL 0.0 PSF TOT.LD. 50.5 PSF DUR.FAC. 1.15 SPACING 24.0" Scale-.25"/Ft. REF R427--15725 DATE 02/21/00 D RW CAUSR427 00052020 CA -ENG AER/CNC SEQN - 29862 FROM KD KIDDEN02-GILMORE / HIDDEN - F1 HIPSET 6' SB TOP CHORD 2x4 DF -L #1 :T2, T3 2x6 DF -L SS: Lr"130T CHORD 2x6 DF -L SS '_1 WEBS 2x4 DF -L Standard -PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C>~ (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. cc` --i DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. c— o #1 HIP SUPPORTS 6- 0- 7 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W5X89 W5X12 0 n� 6 r IA1 C --N 0 C=� C=� CV C"7 a L1. d W5X4(A4) s �W5U = W5X4 (A4) - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_na11s) TOP CHORD: 1 ROW @ 10" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 10 PSF BC LIVE LOAD PER UBC. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W4X6 a W3X10 - 7`1 W5X8 W1.5X4 III MJ410 Es W2.5X4 - W5X8 - W5X4(A4) e W5X4(AAN 9 0-0 1-4-0 t 6-0-7 I 20-5-10 _I_ 5-5-15 J 32-0-0 Over 2 Supports H R-3551 W-3.5' R-3428 N-3.5" �l iiiiiiii 1�: s, TPI STD CA - 1 - - F Scale .1875" Ft. PLT TYP. High Stren th,Wave TPI -95\R Design Criteria: ••WARMHG• TRUSSES REQUIRE ETTREME CARE IN FABRICATIONHANDLING. SHIPPING, INSTALLING AND RACINITO 818-91 INSTALLINGANDLING HED BY TPI UPRIOR SS ATo N AC.53719).PUFORSSAFETY RES83 [. �� W ~v TC LL 33.5 PSF REF R427--63553 O'OMOFRIO OFER PRACTICES . SUITE 200.MADISON. NI INSTITUTE. R. SMALL HAVE PROPERLY ATTACHED yi TC DL 10.0 PSF DATE 04/13/00 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD STRUCTURAL PANELS, BOTTOM CHORD SHALL WAVE A PROPERLY ATTACHED RIGID CEILING. ENGINEERED O� BC DL 7.0 PSF DRW CAUSR427 00104043 "IMPORTANT*- FUR41SM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORHAICE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING ANO Y B C L L 0.0 PSF CA -ENG A E B / G WH ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN TPI. ALPINE SPECIFICATION PUBLISNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND APPLY CONNECTORS TO A r 13 2000 �' F * TOT.LD. 50.5 PSF SEON - 33945 CONNECTORS ARE MADE OF 2DGA ASTM A653 GR40 GALT. STEEL. EICEPT AS ROTEO. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ,A BED9k01D F"IdU8 Ah?� E „�^ . pFOdRCL� DIANINGS 160 A•I. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIN(ENING RESPONSIBILITY SOLELY FOR THE TRUSS CONPORENT DESIGN SHOWN. THE SUITABILITY AND USE DF THIS COMPONENT FOR ANT PARTICULAR BUILDING IS THE RESPONSIBILITY OF TRE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. _ /� CIVIL P '9TF �C�411 DUR.FAC. 1.15 FROM KO SPACING 24.0" -L'OP CHORD 2x4 DF -L #1 :T2. T3 2x6 DF -L SS: Lc--�)OT CHORD 2x6 OF -L SS WEBS 2x4 DF -L Standard _.'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 1.3.3. I(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. � DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. o #1 HIP SUPPORTS 6- 0- 7 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. v W5X8 ® W5X 12 = ca o _ 6 r- (A) Q W5X4(A4) - C.3 a w z WSX8 W1.5X4 ID W5X4(A4) o z w w 0 O 0 O_ C"7 Tx tom, .Q THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 10' O.C. BOT CHORD: 1 ROW @ 12" O.C. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 10 PSF BC LIVE LOAD PER UBC - USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT.TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. w3X1O E__ w5X8 s W4X6 o t, _ HS416 - W2.5X4 W5X8 - Fps 6 W5X4(A4) - W5X4(A4) a ( 6-0-7 I 20-5-10 I 5-4-7 J 31-10-8 Over 2 Supports R-3542 W-3.5' R-3423 W-3' 0-4-15 +9-0-0 th Wave TPI -95 R Design Criteria: TPI STD LA - 1 - F PLT TYP. High St ren ••WARNING•' TRUSSES REWIRE EITREME CME IN FABRICATION, HANDLING. SHIFPIRG, INSTALLING AMO �,ONIRAC53719).PUFORSSAfETT W.t. 7� T(', LL 33.5 PSF P0.ACTI CCSUSS PRIORATO INSTITUTE .RE58] D'ONOfR[0 DRN.INSUI7E 200OLIxG TAHADISONLLING PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NATE PROPERLY ATTACNIO OP4 9� y TC DL 10.0 PSF STRUCTURAL PANELS. BOTTOM CHORD SMALL NATE A PROPERLY ATTACHED 81610 CE[IING. OF THIS OE 516° TO THE IMSTALLAIIOR CONTRACTOR. ALPI ME EN6LIE ERED (� 9C OL 7.0 P S F .-IMPORTANT** fIRNISH A LOFT PRODUCTS, INC. SRALL NOT BE RESPONSIBLE IDR ANT DEIIAiIOM FROM THIS DESIGN; ANT fA1Ltll[ TD 'TPI: FABRICATING. HANDLING. SHIPPING. INSTALLING A 58 05 BC LL 0.0 P S F BOILD THE TRUSSES IR CONFORRANCE WITH OI OF OPUBLISNEOSSES.IBTSTHESAMERICANOrOREST7AMD PAPER ASSOCIATION)PROVISIONS AND TPI.Of 805 ENALPINEL DES[ N ALPINE IN pr 13 20 * TOT. LD. 50.5 PSF SPECIFICATIONCING CONNECTORS ARE MADE OF 1OGA ASIA A653 6140 GALT. STEEL EICEPT AS 90T[D. APPLY COtlNECTORS TO EACH FACE OF TIOSS, AND UNLESS 07HEIVISE LOCATED ON 7913 DESIGN. POSITION CONNECTORS PER 'T� CML D UR 1.15 DRANINS 160 A' - THE SEAL ON THIS DRAWING INOICAIES ACCEPTANCE Of PROFESSIONAL EN6I9EERINC �,`,�� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISOF Alpine En ='dProdeu2ar. Im COMPONENT FOR AMY PARTICULAR BUILDING NC IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER Bache al0. A15111P1 1.1:9'5 SECTION Z. ? .FAC .. SPACING 24.0 ". Scale .1875°/Ft. REF R427--63555 . DATE 04/13/00 DR W CAUSR427 00104045 CA -ENG AEB/GWH SEON - 33943 FROM KD RIDDER02-GILMORE / HIDDEN - F2 COM "OP CHORD 20 OF -L $1 �cAOT CHORD 2x4 DF -L J1 C=, WEBS 2x4 OF -L Standard Lr7 .LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 9:1– s C— r C=) 0 z H V Ll O GL ' THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS; TO BRACE TC @ 24.00" OC, BC ® 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 a z W4X4(A2) - c.5 z w n C=) C=) CV a w Q TYP. W 19 W1.5X4 III 1-4.0 ( 16-0-0 20-7-14 Over 2 Supports 'I 1 R-1157 W-3.5" R-1045 W=3.5" I-95 DeSign Criteria: 'WARMING" TRUSSES REOU I0.E EI TR[N[ CME IN FABRICATION, HANDLING, SHIPPING. INSIALUnb nn BRACING. REFER 70 RIB•9t IHMILING ITAIt116 AAD BRACING), PUBIISHEO BY TPI (TRUSS PLATE IISTITUTE. 583 D'ONOFRIO OR.. SUITE 200NS. RADISOI. NI 57730), ►01 SAFETY PRACTICES PRIOR 70 PERFORMING THESE rVICTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SNAII HATt A PROPERLY ATTACHED RIG10 CEILING. -IMPORTANT-- FURNISH A COPY OF THIS Dt St TO THE INSTALL AT On CONTRACTOR. ALPINE IN IIEEIE PRODUCTS, INC. SMALL MDT BE RESPOISIOLE FOR ANY DE Y IATION FROM THIS DESIGN; ANY FAILURE T BUILD THE TRUSSES IN CONFORMANCE WITH iPl: ON FMRICATING. HANDLING, SNIPPING, INSIAtt TIG A SPECIFICATIONOF III PUBLISHED PUBLISHED BYSTHl ANDESIGSE ICAIOf ORESTTAND PAPER ASSOCIATION)AP LICABLE SOf AND ITIDPI.(HALPINEI DES[ CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAIV. STEEL. [ICE IT AS IDIED. APPLY CORIECTORS TO EACH FACE OF TRUSS, ARD UNLESS OTHERWISE LOCATED DR THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE Of PROfESSIOMAL EWGEREERING RESPONSIBILITY SOLELY FOR THE TRISS COMPONENT DESIGN SHOWN.THE SUITABILITY AND OSE OF THIS COMPONENT FON AMY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BU ILOINS DESIGNER, PER ANSI I", 1 .1905 SECTION 2. 5-0-12 8-11-8 +B-0-0 W. LaING ®EPARTMEN TO CA - 1 - F w TC LL 33.5 PSF TC DL 10.0 PSF 0 BC DL 7.0 PSF BC LL 0.0 PSF Ar A r 13 2000 * TOT.LD. 50.5 PSF Lr�`' SPACING 2410" Scale =.25"/Ft. REF R427--63556 DATE 04/13/00 DR W CAUSR427 00104046 CA -ENG AEB/GWH SEQN - 33947 FROM KD -GILMORE / HIDDEN - F2A C !,TOP CHORD 2x4 DF -L #1 �;OT CHORD 2x4 DF -L #1 m WEBS 2x4 DF -L Standard .'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. cl C_" C"7 L O z e--- Ta 0 rx cL. =1 w w 0-4-15 z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL YANtLJ Un nlulU "ILAIMU TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC W4X4 = w W04 (A1) Q_ i C' C•7 LA -A 0 O 0 O N GY f1, 6 PLT 20-6-6 Over 2 Suppor R-1029 W-3.5' Wave -95\R' Design Criteria: TPI(S' •WARMING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRAC IRG. REFER TO H1B•9I INANOL116 INSIALLIN6 AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1WSI ITUTE, BBQ D'ONOFA 0 OR.. SUITE 100. MADISON, NI 53719). ►OQ SAFETY PRACTICES PRIOQ TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TDP CACAO SNAIL MATE PROPERLY ATTAttl[D STRUCTURAL PANELS. BOTTOM CHORD SHALL MATE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREC PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TBF BUILD THE TRUSSES IN CONFORMANCE WITS TPI: OR FABRICATING. HANDLING, SHIPPING, INSYALIING ANlFT BRACING OF TRUSSES. THIS pE51GN CONfORAS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DES16 SPECIFICATION PUBLISHED BY TME AMERICAN IDREST AND PAPER ASSOCIATIONPT AS to) AND TPID. . Al11Nt AP SC EAC HE FACES Of ARE AND OF UNLESSTR k653 OTHERWISEAI OC AT, ONIAIIETHI SEOES IGN. POSITION CONNECTOR SN PERECTRS TO DRAWINGS 160 A•1. TME SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FNG1MUNG AESPOW5IBI1.TI SOLELY FOR THE TRUSS CORPONENT [LESION SHOWN. THE SUITABILITY AND USE OF THIS CORPONENT FOI AOf PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSIFTPI 1.199S SECTION I. ALPINE �p�S�mm C,A 95592BB, Inc. J FZA 5-0-12 B-11-8 +8-0-0 B ITE COUNT N -7-1.4 I-MNO ®EPARIV1 1 - I AP1"-3Ps- @9 6 . ' Scale -.375"/Ft. REF R427--63554 DATE 04/13/00 DR W CAUSR427 00104044 CA -ENG AEB/GWH SEQN.- 33949 FROM KD CA 1 - - - F gp1.D W. & TC LL TC DL 33.5 10.0 PSF PSF BC DL 7.0 PSF 8C LL 0.0 PSF Apr 13 2000 * TOT.LD. 50.5 PSF DUR.FAC. 1.15 CIVIL. SPACING 24.0" Scale -.375"/Ft. REF R427--63554 DATE 04/13/00 DR W CAUSR427 00104044 CA -ENG AEB/GWH SEQN.- 33949 FROM KD (HIDDENO2-GILMORE / HIDDEN Lip CHORD 2,4 DF -L 01 �)T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard L f7 rALAN THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. -ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ri. C'7 C-3 cl W4X4- IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. A w x w 0-4-15 z C__13 W4XI 2(B3) a WZ.5x4 M W5X8 w w z i 0 O O O N a a ¢ 15-10-8 1 16-0-0 —I m J 31-10-8 Over 2 Supports I R-1610 W=3' R-1610 W-3" PLT TYP. Wave TPI -95 ion Criteria: +NARKING'• TRUSSES REOYIRL LN -1 BRACING. RE FEl TO HID -91 (HANDLING INSTALLING AND BRACING), ►UDL ISNEO BY TPI (TRUSS PLATE INSTITUTE. SBS D'ONOFRI0 DR.. SUITE 100. MADISON. YI 53719). FOR SAFETY P0.ACTIC[S PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CRORD SMALL "AVE PROPERLY ATTACHED STRUCTURAL IAN[L S, BOTTOM CHORD SMALL NAPE A PROPERLI ATTACKED RIGID CEILING. *IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE [NGI NEEREI PRODUCTS. INC. SHALL MDT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS OESIGM: ANY FAILURE TQ BOILO TRE TRUSSES IN CONFORMANCE WITH 1TI: OR FABRICATING, HANDLING. SNIPPING, INSTALLING AN BRACING Of TRUSSES. TMii DESI6N CONFORMS WITH APPLICABLE PROVISIONS Of RDS (RATIONAL DESIGN SPECIE ICA TICK PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND iPt. AI PINE CONNECTORS ARE MADE Of FOGA ASTM A6S3 GRAD GALY. STEL. E[CEPT AS tlOTEO. AP►LY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OERWISE LOCATED OB THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE YE AI OR THTHIS OKAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING SI MPOM CONPONENTIFOR ANTLPARTICVLAR BUILDIRGO IS TRETRESPONSIBIL ITT OF THE BOIl01N0DESIGN SHOWN. THE U TAB 1 TY DES GRERSIP PER or THIS ANSITT►I 1.1995 SECTION 2. Apr 13 +9-0-0 F3 MI.. WIVIOMT WILDING DEPARTMEP, CA/ -/I/-/-- F Scale —.1875"/Ft. TC LL 33.5 PSF REF R427--63568 TC DL 10.0 PSF DATE 04/13/00 BC OL 7.0 PSF DRW CAUSR427 00104047 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 50.5 PSF SEON - 33951 DUR.FAC. 1.15 FROM KD SPACING 24.0" HIDDEN02-GILMORE I HIDDEN - F4 HIP SET 6' 58 STOP CHORD 2x6 DF -L SS :T1 2x4 OF -L #1: N OT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard :W6 2x4 DF -L #1: v W8 2x4 DF -L #18Bet.: p . LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. !A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. � IEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. z ISE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 20 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1 (F IG. . OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. v WSXB oW5X8 = A a W4X4 (C8) 6 F— (A) 0- T1 A w rx W5XB = W2.5X4 = W3X1O(C8) 1 c.5 z C.0 w z I-4�0 d ca THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required � NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 RON @ 11' 0,c. BOT CHORD: 1 ROW @ 12. O.C. WEBS : 1 ROW @ 4" O.C. USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. #1 HIP SUPPORTS 6- 0- 7 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W4X6 F LI W3X4=— W5X8= W5X12 2-11-15 Ne 9-0-0 HS616 s W5X12 W4X4 III W3X10 6-0-7 I 25-11-9 - J 32-0-0 Over 2 Supports R-3593 W-3.5' R-3779 'I PLT TYP. High Stren th,Wave TPI -95 R 0 O N N w ALPINE w plPine&n wt CA 995928 . Ine n Criteria: TPI •WARNING* TRUSSES 0.EOUIRE EXTREME CARE IN FABRIC.... .. DIKING. ;IF TO NIB•91 (HANDLING INSTALLING AAD BRACING).�� PUBLISHf0 BY TPI (TRUSS PLATE iNST ITUTE. 585 O'OHOFRIO O[., SU]TF 100, MADISON, MI 67738), FOR SAFETY PRACTICES Pfl10R TO PERFORMING THESE FUNCTIONS. UNl[SS OTHERWISE INDICATED, TOP CHORD SHILL BATE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGI CEILING. -IMPORTANT" FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIRE E"11HEITED PRODUCTS. INC. SHALL NOT BE RESPONSIBLt FOR ANY DEVIATION FROM THIS DESIGN: ABY FAILURE TO BUILD THE TRUSSES IN CDNf00.HAIICE YITX TPI: SOIL FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. TMIS DESIGN CONFORMS YITtl APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PNIl SHED BY TH[ AMERICAN /ONE ST ANO PAPFR ASSOCIAT IDV) AND TPI. ALPINE CONNECTORS ARE MADE OF FOGA AS711 ROSS SR40 GALF. STEEL. EXCEPT AS NOIf I; APPLY CORRECTORS TO EACH FACE OF TRUSS, AND UNLESS OTNERNISE LOCATED ON THIS DESION, POSIT LOX CONN(CTORS PFR DRAWINGS 160 A•l. TME SEAL ON TMIS DRAWING INDICATES ACCEPURCE OF PROFESSIONAL ENG141RIMG DRAWINGS RESPONSIBILITY SOIELY ,OR THE TRUSS COMPONENT DESIGN SM VM. THE SUITABILITY AND USE OF THIS COMPONERT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGNER. PER ANSI/TPI 1.1995 SECTION 1. MR -MING ®EPARTME " CA/ -/1/-/ TC LL 33.5 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 50.5 PSF DUR.FAC. 1.15 SPACING 24.0" Seale .1875" Ft. REF R427--15718 DATE 02/21/00 O RW CAUSR427 00052018 CA -ENG AEB/CWC SEQN - 29832 FROM KD This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle. install and brace metal plate connected wood trusses to protect life and moped . The installer - must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior- to uperiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute., DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- A ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. { RU 9' CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed Z on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfacas which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. AWARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of°individual trusses. JA WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. JA CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 Up to 24' 1 3/12 1 8'1 17 1 12 1/4" Over 24'-42' 3/12 7' 1 10 1 6 36" Over 42' - 54' 1 3/12 6' 1 6 1 4 4' Over 54' 1 See a registered professional engineer 5' DF - Douglas Fir -Larch SP - Southern Pine v HF - Hem -Fir 1-3/4" SPF - Spruce -Pine -Fir ti 96" 2" 8' ,0 2" —_91 ,Ids ey�� A4, Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed i to the underside of the top chord when purlins 24• are attached to the topside of the top chord. PLUMB I I I Truss Depth D(in) =45° 12 —13 or 6• greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" D In D/50 V. j 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" —_91 Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. Length L(in) Lesser of `–Y" L/200 or 2" L(in) L(In) 11200 L(ft) 50" 1 1 " 161' 100" 1-1141, 20.8' 150" 11-1/2" 125V BOW L(in) I Lesser of L/200 or 2" L(in); U200 L(f`) 200" 1 1 " 161' 250" 1-1141, 20.8' 300" 11-1/2" 125V OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 AWARNING: Do not attach cables, chains, or hooks to the web members. ° t � MECH� 60°` dor ss L.NSTAL or l s ess Tag / Approximately Approximately Tag Line %� truss length '/2 truss length Line Truss spans less than 30'. Sareader Bar Toe In Spoeader Bar Toe In Approximately '/z to Tri truss length Less than or equal to 60' Approximately '/z to Y3 truss length !Less than or equal to 60' Toe In 1AWARNING: Do not lift single trusses with spe.ns greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Tag Line Strongback/ SpreaderBar —Toe In At or above mid -height Tag Tag Line Line i 10 � Approximately Y3 to Yj truss length / I Greater than 60' CAUTION: -Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer if a different tracing arrangement is desired. The engineer may design bracing in accordance with TPI's Pecommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) CALTION: Ground bracing required for all installations. Frame 2 x of braced at trusses DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 ei QOc) L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL:: Continuous CHORD TRUSS TOP CHORD Lateral Brad TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DB SPAN DEPTH: SFACING(LBs) #trusses Tiff SP/,D.E: SPF4f1F. is Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 ei QOc) L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL:: Continuous CHORD TRUSS Top Chord Lateral Brad Required Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachmer Required roTru s0,fts) }* SPf�hlF 2 0• All lateral pt �eg5 g2 braces lapped at least two trusses. =45° End diagonals are sseAitial for stability and must be dupiicat on both ends of the truss system. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse Nthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topaide of the top chord. 1� All lateral braces lapped at least two End diagonalsare essential for stability and must be dupl–icateopon both ends of the truss system. r a •►•► C' Frame 5 450 30" or greater Continuous Top Chord —\ Lateral Brace Required I 10' or Greater Attachment Required - I �— 31/2n Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 12 --1 4 or greater Up to 32' 1 4/12 1 8' 1 20 1 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 1 AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A Jp to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 1 6' 9 6 Over 42'- 60' 3.0 1 5' 5 3 Over 60' See a registered professional engineer E F - Douglas Fir —arch SP - Southern Pine F - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10° or C mater / Attachment Required — , 2e, Frame 3 00� ti Top chords that are laterally braced can buckle yy F� togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed 41, to the underside of the top chord when purlins are attached to the topside of the top chord. 12 -� 4 or greater DF - Dougi'as Fir -Larch HF - Hem -Fir Bcttom chord diagonal bracing repeater a. each end of the building and at same s3ecing as top chord diagonal bracing. SP - Southern Pine SPF - Spruce -Pine -Fir All lateral, braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. br TALE OF CONTENTS TOC r Project Title.......... GILMORE RESIDENCE Date..02/22/00 07:44:28 Project Address 6356 HIDDEN LAKE RD ******* Paradise, CA *v5.00* 0 - 034!:� ,3 Documentation Author... ROBERT MANGRUM ******* Bu' d' Permit # Paradise MechanicalT.• 0 -on Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone.... ..... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-GILMORE3 Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-GILMORE TITLE 24 TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ............... 7 HVAC SIZING ............... 11 0 "TE COMY fWH_Q1 G ®EPAR MEN. PVV CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... GILMORE RESIDENCE Date..02/22/00 07:44:28 Pro'ect Address 6356 HIDDEN ******* J LAKE RD Paradise, CA *v5.00* Documentation Author... ROBERT 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...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-GILMORE3 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-GILMORE TITLE 24 GENERAL INFORMATION Conditioned Floor Area..... 1991 sf Building Type .............. Single Family Attached Construction Type ......... New Building Front Orientation. Front Facing 43 deg (NE) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 17.7 0 of floor area Average Glazing U -value.... 0.5 Btu/hr-sf-F Average Glazing SHGC....... 0.53 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-0 R-13 0.088 FRONT WALL, LEFT WALL BACK WALL, RIGHT WALL GARAGE WALL Door None R-0 R-0 R-0 0.330 GARAGE DOOR LEFT DOOR Roof Wood R-11 R-19 R-30 0.031 ATTIC Floor Wood R-19 R-0 R-19 0.037 FLOOR FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (NE) 3.0 0.500 0.530 Standard Standard Yes Window Front (NE) 3.0 0.500 0.530 Standard Standard Yes Window Front (NE) 3.0 0.500 0.530 Standard Standard Yes Window Front (NE) 20.0 0.500 0.530 Standard Standard Yes Window Front (NE) 3.0 0.500 0.530 Standard Standard Yes Window Front (NE) 30.0 0.500 0.530 Standard Standard Yes Window Front (NE) 9.0 0.500 0.530 Standard Standard Yes Window Left (SE) 16.0 0.500 0.530 Standard Standard Yes Window Left (SE) 16.0 0.500 0.530 Standard Standard Yes Window Left (SE) 12.0 0.500 0.530 Standard Standard Yes Window Window Left (SE) Back (SW) 10.0 16.0 0.500 0.530 Standard Standard Ys, C UYD"" 0.500 0.530 Standard Standa�'�ICTE Window Window Back (SW) Back (SW) 12.0 20.0 0.500 0.530 Standard Standard Y��e,,,,,ss�� 0.500 0.530 Standard si�i- clMMJG ®EPlE'1RMA EN Pp"'OVPn CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... GILMORE RESIDENCE Date..02/22/00 07:44:28 MICROPAS5 v5.00 File-GILMORE3 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-GILMORE TITLE 24 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Back (SW) 12.0 0.500 0.530 Standard Standard Yes Window Back (SW) 12.0 0.500 0.530 Standard Standard Yes Window Back (SW) 40.0 0.500 0.530 Standard Standard Yes Window Back (SW) 12.0 0.500 0.530 Standard Standard Yes Window Back (SW) 40.0 0.500 0.530 Standard Standard Yes Window Right (NW) 12.0 0.500 0.530 Standard Standard Yes Window Right (NW) 10.0 0.500 0.530 Standard Standard Yes Window Right (NW) 10.0 0.500 0.530 Standard Standard Yes Window Right (NW) 16.0 0.500 0.530 Standard Standard Yes Skylight Horz 16.0 0.500 0.530 None None None HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0.800 AFUE Crawlspace R-4.2 No No Setback ACPackage 10.00 SEER Crawlspace 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 0.61 40 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. This building incorporates non-standard Duct Location. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... GILMORE RESIDENCE Date..02/22/00 07:44:28 MICROPAS5 v5.00 File-GILMORE3 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-GILMORE TITLE 24 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.... JIM GILMORE Company. GILMORE CONST. Address. 6356 HIDDEN LAKE RD PARADISE, CA Phone... (53-0-L772-3V3V License.? Signed.. ",-)U (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... ROBERT MANGRUM Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 530-877-8882 Signe (date) k'AALGING ®EPARIVAEIN-1 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... GILMORE RESIDENCE Date..02/22/00 07:44:28 Project Address 6356 HIDDEN LA ******* J KE RD Paradise, CA *v5.00* Documentation Author... ROBERT 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...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-GILMORE3 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-GILMORE TITLE 24 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 manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er % ment *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 CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls ,1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. f 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. J1A_ 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 ��y+�l �v 2. No continuous burning gas pilots allowed. _ 11-ADING ®EPARTME , * MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... GILMORE RESIDENCE Date..02/22/00 07:44:28 MICROPAS5 v5.00 File-GILMORE3 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-GILMORE TITLE 24 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBG 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 7801 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 2 pilot light (Exception: Non -electrical cooking appliances �! with pilot < 150 Btu/hr) . ,WT , — MALUI G DEPA "TMet j, APPROVED MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... GILMORE RESIDENCE Date..02/22/00 07:44:28 MICROPAS5 v5.00 File-GILMORE3 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-GILMORE TITLE 24 LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall 'have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement / allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... GILMORE RESIDENCE Date..02/22/00 07:44:28 Pro'ect Address 6356 HIDDEN LAKE ******* J RD Paradise, CA *v5.00* Documentation Author... ROBERT 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...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-GILMORE3 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-GI,LMORE TITLE 24 MICROPASS ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating...:...... 15.43 14.52 0.91 Space Cooling.......... 16.20 18.58 -2.38 Water Heating.......... 13.07 11.23 1.84 Total 44.70 44.33 0.37 *** Building complies with Computer Performance *** Zone Type HOUSE Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1991 sf Single Family Attached New Front Facing 43 deg (NE) 1 1 ReducedYear Raised Floor 1 23165 cf 0 sf 17.7 % of floor area 0.5 Btu/hr-sf-F 0.53 11.6 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- (sf) (cf) Units itioned Thermostat Type 1991 23165 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard Housewra ATE W+ DEPARTIVEN "PPROVEn COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... GILMORE RESIDENCE Date..02/22/00 07:44:28 MICROPAS5 v5.00 File-GILMORE3 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-GILMORE TITLE 24 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 261 0.088 13 43 90 Yes W.13.2X4.16 FRONT WALL 2 Wall 281 0.088 13 133 90 Yes W.13.2X4.16 LEFT WALL 3 Wall 400 0.088 13 223 90 Yes W.13.2X4.16 BACK WALL 4 Wall 282 0.088 13 313 90 Yes W.13.2X4.16 RIGHT WALL 5 Wall 168 0.088 13 43 90 No W.13.2X4.16 GARAGE WALL 6 Wall 16 0.088 13 43 90 No W.13.2X4.16 GARAGE WALL 7 Door 20 0.330 0 43 90 No None GARAGE DOOR 8 Door 18 0.330 0 133 90 Yes None LEFT DOOR 9 Roof 1991 0.031 30 n/a 0 Yes R.30.2X4.24 ATTIC 10 Floor 1991 0.037 19 n/a 0 No FC.19.2X8.16 FLOOR Left (SE) 16.0 0.500 FENESTRATION SURFACES 90 Orientation Area U- (sf) Value SHGC Act Exterior Shade Interior Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (NE) 3.0 0.500 0.530 43 90 Standard/0.76 Standard/0.68 2 Window Front (NE) 3.0 0.500 0.530 43 90 Standard/0.76 Standard/0.68 3 Window Front (NE) 3.0 0.500 0.530 43 90 Standard/0.76 Standard/0.68 4 Window Front (NE) 20.0 0.500 0.530 43 90 Standard/0.76 Standard/0.68 5 Window Front (NE) 3.0 0.500 0.530 43 90 Standard/0.76 Standard/0.68 6 Window Front (NE) 30.0 0.500 0.530 43 90 Standard/0.76 Standard/0.68 7 Window Front (NE) 9.0 0.500 0.530 43 90 Standard/0.76 Standard/0.68 8 Window Left (SE) 16.0 0.500 0.530 133 90 Standard/0.76 Standard/0.68 9 Window Left (SE) 16.0 0.500 0.530 133 90 Standard/0.76 Standard/0.6 10 Window Left (SE) 12.0 0.500 0.530 133 90 Standard/0.76 Standard/0.6 11 Window Left (SE) 10.0 0.500 0.530 133 90 Standard/0.76 Standard/0.68 12 Window Back (SW) 16.0 0.500 0.530 223 90 Standard/0.76 Standard/60 13 Window Back (SW) 12.0 0.500 0.530 223 90 Standard/0.76 Standard/0..6 14 Window Back (SW) 20.0 0.500 0.530 223 90 Standard/0.76 Standard/0.6 15 Window Back (SW) 12.0 0.500 0.530 223 90 Standard/0.76 Standard/0.6 16 Window Back (SW) 12.0 0.500 0.530 223 90 Standard/0.76 Standard/0.6 17 Window Back (SW) 40.0 0.500 0.530 223 90 Standard/0.76 Standard/0.6 18 Window Back (SW) 12.0 0.500 0.530 223 90 Standard/0.76 Standard/0.6 19 Window Back (SW) 40.0 0.500 0.530 223 90 Standard/0.76 Standard/0.6 20 Window Right (NW) 12.0 0.500 0.530 313 90 Standard/0.76 Standard/0.6 21 Window Right (NW) 10.0 0.500 0.530 313 90 Standard/0.76 Standard/0.6 22 Window Right (NW) 10.0 0.500 0.530 313 90 Standard/0.76 Standard/0.6 23 Window Right (NW) 16.0 0.500 0.530 313 90 Standard/0.76 Standard/0.6b 24 Skylight Horz 16.0 0.500 0.530 43 0 None/1 None/1 CWN7 V. PPFI COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... GILMORE RESIDENCE Date..02/22/00 07:44:28 MICROPAS5 v5.00 File-GILMORE3 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-GILMORE TITLE 24 OVERHANGS AND SIDE FINS *** Items in this section should be documented on the ib �- *** installed to manufacturer and CEC specifications, and ion. '.** *** verified during plan check and field inspectl),NG ** This building incorporates a Housewrap/Air Infiltration Ret�re' 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 3.0 1.5 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 3.0 1.5 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 3.0 1.5 2.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 20.0 3.0 6.8 7.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 3.0 1.0 3.0 7.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 30.0 6.0 5.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 9.0 6.0 1.5 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 16.0 4.0 4.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 16.0 4.0 4.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 12.0 2.0 6.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 10.0 2.0 5.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 16.0 4.0 4.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 12.0 2.0 6.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 20.0 3.0 6.6 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 12.0 2.0 6.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 12.0 2.0 6.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 40.0 6.0 6.8 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 12.0 2.0 6.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 40.0 6.0 6.8 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 12.0 2.0 6.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 10.0 2.0 5.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 10.0 2.0 5.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 16.0 4.0 4.0 1.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Duct System Type Efficiency Location R -value. Leakage Manual D Eff HOUSE Furnace 0.800 AFUE Crawlspace R-4.2 No No 0.743 ACPackage 10.00 SEER Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS Number Tank External Tank Type Heater Type Distribution Type in System Energy Factor Size (gal) Insulation R -value 1 Storage Gas Standard 1 0.61 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the ib �- *** installed to manufacturer and CEC specifications, and ion. '.** *** verified during plan check and field inspectl),NG ** This building incorporates a Housewrap/Air Infiltration Ret�re' COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... GILMORE RESIDENCE Date..02/22/00 07:44:28 MICROPAS5 v5.00 File-GILMORE3 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-GILMORE TITLE 24 SPECIAL FEATURES AND MODELING ASSUMPTIONS This building incorporates non-standard Duct Location. REMARKS :GILDING DEPAR EN, f HVAC SIZING Page 11 HVAC Project Title.......... GILMORE RESIDENCE Date..02/22/00 07:44:28 Project Address 6356 HIDDEN LAKE RD ******* Paradise, CA *v5.00* Documentation Author... ROBERT MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... it Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-GILMORE3 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-GILMORE TITLE 24 GENERAL INFORMATION Floor Area ................. 1991 sf Volume .. ..... ............ 23165 cf Front Orientation.......... Front Facing 43 deg (NE) Sizing Location............ PARADISE Latitude. ..... ........ 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 99 F Summer Inside Design....... 78 F Summer Range ............... 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND.000LING LOAD SUMMARY Sensible Load .................... 34225 27377 Latent Load ...................... n/a 5475 Minimum Total Load 34225 32852 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, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. . ILI)ING DEPAR EN' . :�; � ice; •, . Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 10877 4943 Glazing Conduction ............... 7060 3707 Glazing Solar .................... n/a 11349 Infiltration ..................... 13176 3975 Internal Gain .................... n/a 2100 Ducts ............................ 3111 1304 Sensible Load .................... 34225 27377 Latent Load ...................... n/a 5475 Minimum Total Load 34225 32852 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, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. . ILI)ING DEPAR EN' . :�; � ice; •, . 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 J I M & J U D Y G I L'M 0 R E R E S I D E N C E 6356 HIDDEN LAKE LANE M A G A L I A C A 9 5 9 5 4 F L T' ENGINEERING 5 7 9 0 CLARK ROAD PARADISE, CA 95969 ( 5 3 0) 8 7 2- 0 2 5 4 _ Wra'E caUHr. 3 DERARTMO, APPROVEn O= L4 EMOOKEEGAOme CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PROJECT: " " f/ y/' SUMUMUNAL/1 C ALCU Q MMS BY: GT DATE: v� SHEET No. OFr� 7 CHECKED BY: DATE: JOB No. SUBJECT: 44, CAt. TE Sv,S✓E��' O� TttES'E C.r[ cs /S sf �?77�L STi�UcTz',esrL CO�sT��cr�'oiCJ +s- R&5�1,)&=.5-7-ez) '8 y Thr ,8��. 011""islv,J 4-rx"�g s8Y , R C E 32434 �pFESS/p �O,oc // /%97 C/,6C Reg. Expires pQ N9l 12-31 -209 �`' P�1` E• TyG� Fye O �.tJ s i s �� N rn G Cj �00�' — ,,�L %2l� No. Z_G = 20 OF CA g. 7 Psi= e�oo1= m � • SE7sV1--f/C C, w f�� 2o�c 3� Sn1, - tis A A4,f u of 77rE Owt,4'. A07757-: ��-a rro co�rP� y ry Sic, 2320 vgG , CIVIL • STRUCTURAL BY: rLT DiJ 2 7. DATE: SHEET No. OF (530) 872-0254 FAX (530) 872-9331 "' 00 V 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. Z04 -'D s C�W'77) Ve, 00 i efr7- (Flo t.�)_,ov"7��, L�' — _ � O,77., , o�J e 020 t �02� t, 2qo X / f, t, 449'p F �("x /9' x t r] / 1132) 7 c'p ,4: lalec ael CIVIL • STRUCTURAL BY. (530) 872-0254 FAX (530) 872-9331 �� DATE: �D SHEET No. 3 O %F�' 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. Gr G C�oJtD 1/E� S COST) If ck/- c%x 6d 7-, d'X 3 2 /Zcp� e912— Z — 133 , 7z 12,0 Zip'e � 3�s /2' rlw fizz�%�- a 12 �1c 1Z. F/. �— ze; -- �— Z- s CIVIL • STRUCTURAL BY: DATE: SHEET No. OF (530) 872-0254 FAX (530) 872-9331 Dvqp-r 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. lot /09 3 3 /n IP3 ow [o/Z x �-IKAO t rix 3 t /Zr 3) z 7F 32'x- FLSC EMMMEEMHO CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 BY: DATE: SHEET No. OF 7 CHECKED BY: DATE: JOB No OOrc ro7 c�=-4— �2 ivUrs�a • c� ��x,�. �� r4.)/o� �s ao"I GS �a o T� � $ 7o R! T -T; L -z s�Z ToP S �v Z g,7.* 5-1;?_(A/Ac-9) C-2�1X O.� DS,� �00` Sh°T� lt%`�aL &_ - 49A177, Sy -1 r-� l,,tJ.� x-72 G.r�l �' T a G��zG /•res' 1444 T C, w/ 70 ,49! /i 3-/2 El TC. wl;LO AS, C. IVIv ' a /ADD w f Sib k.;/;eGov (%sem- ,�ov� �rrrg �,� Tv 7:3)c> Yews �s 1* �• CIVIL STRUCTURAL BY: �G / DATE: �/ Oy SHEET No.l5F OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. Al/. 'r/ ,D/,r'l,U�/c Ft�Ti�Y — ,rt'g — l ee Gel — < d�dO.D 0,e -jr rJ,cJD�f n0�� — r4 , /Z x g � JT' a x %6-77 5-1 2S 2�y FLU EHOHEEMOM i CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 z_-0'4� z;�rrlcl_ BY: /P:Z_/ DATE: Do SHEET No. 7 OF f CHECKED BY: DATE: JOB No OOH ( r . �,�c,SS 4 z — T e- GI F 4 — �,�- � � �• x �z��- 7 `��' 'cam ,�• 02' �T ALI �x oar G i vE ,5. C nAJ7: /0 9 /6 Z-Zs-'fSTv'Ds v LJ,rJE f' g1c PosT Givy ,�3•�&�7E Ag 77 7a T ,�-�� .L-�'�;r;�fic'� .lam o,� O �•�/ � �, �-G,eo s MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 PERMIT N0.9y-,:2 3 Address or location of mobilehome Owner's name Owner's address 3ti% Ad -1 Ua-K/l0.CD U 4 Insignia or hud number✓(A / W V� `Till Manufacturer's name �y�// t?, Serial number of V.I.N. rf✓ �– r� Year of manufacture �� 9 r _ cl (Official Approving Installation) (Date) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. � �17 ' 5138 White - Owner, Yellow - Installer, Pint: - D.P.W. ? _ it AP # p6 (T- (� 10 _.:li 12 OWNER V�" kl PERma -It z a2 NIiI UTIL.CLEARANCE DATE c q INSPECTOR ELECTRIC GAS Support Struc. Compaction Test eq. Service Size Other Load 'T a Pipe Size Length YESI NO YES NO 100 111/4 L G �/� '� 101 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 P RMIT NO. AP-PUCATION AND PERMIT W —O7 - ASSESSOR PARCEL NUMBER 064-670-049 ZONING ARMH3 BUILDING PERMIT OWNER EARL BURRO14 209 TELEPHONE 847-2086 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESSJj;X 1228 GREENHAVEN DR OAKDALE 95361 CONTRACTOR'S NAME RICHARD VAN STAVERN TELEPHONE 343-5611 CONTRACTOR'S MAILING ADDRESS 1838 FEATHER RIVER BLVD OROVILLE 95965 Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECX OR ENGINEER N LICENSE NO. Plan Checking Fee $ 23,00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6356 HIDDEN LAKE DR PERMIT FEE $ 43.00 MAGALIA, CA PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME M PARCEL AP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome A Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New 1:1Addition ❑ Remodel 1:1Utilities ElInstallation)R Other ElContractor Describe Work: 12 X 56 PERMIT FEE J$ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 2"" OR LESS ) 23.00 200A OR LESS Main Service ( 200A TO t000A ) I46. NEW CONST. DWELLING OCCUP. SO, OR AODNS. ( 6 ACC. BLOS. ) 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do A1e work, and the structure is not intended or offered for sale. (Sec 7044) , as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON.RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) d SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA20 @ 1.00 FIXED APPLNS. OR Ex. Occu p' OUTLETS IRESID.I EA. ) 5.00 ( Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a cIertificate of Consent to Self -insure. shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.0 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County,in conseque ce of the granting of this permit. �j X( ✓l r�_ Date -3- ' �� Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Feeinn nn$ Energy Inspection Fee $ ocC CONST. TYPE TOTAL FEE $ 143.00 HAZ.D. FEES '—' IMP FLOOD CDF PARCEL PD HD I This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do w rk indicated above for which fees have been paid. ` By / Date I PERMIT EXPIRES ON �S (Date) Receipt 156570 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUUMING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER V !�- �� (.// A. P. # PROPOSED BUILDING USE f�VI DATE o�a REC. # DATE REC 1. SCHOOL DISTRICT FEES (paid at District Office) ......................... (- `"0 3 :; pa Az 2. SHERIFF FEES 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be.paid prior to issuance of the permit. APPLICANT DATE (paid at building Department) Residential...... x =$ unit amt. Commercial (sgft) x _$ sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$. # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ......................... —Zi� 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be.paid prior to issuance of the permit. APPLICANT DATE ti COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER �� w . P CO Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8 Engineered truss details and layout in duplicate (required prior to plan check). ... . AMobilehome data and manufacturer's installation instructions, 2 sets. ........... ees of $ . ............ D.U. (,.-l................... . 11. Impact fees as shown on attached schedule.G'Li4& 12. California Department of Forestry plan approval/fees. .... / ? I. D.......... 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. ...... Preanspedion request 26. Pre -inspection for required. .. to Building inspector (Date) 21. Contractor's license iryformation. (No., Name Style, Classification) . .............. 22. Certificate of Workmy ns Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). ......... 24. Recorded copy of Agricultural Acknowledgement Statement. ....:).......... t_. . 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use. . _� 28. Mobilehome utility clearance?. 94j ............................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. oe When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date i Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Coupter by _ Date Plans checked by Date Plans approved by Date �L Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works r..o--"C^y1Tjo•j'j�7�',..`��C•'a"ys . ' ,1 s o...q•-.T �r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District ,r�.4 c�� a Building Department No. A.P. Numberlo%�'dt�l� Jurisdiction 0 City �ounty Property Owner ea.A / ' Property Location/Address C� �'�'� 6 IV✓P0 El ILI Subdivison Lot No. Residential Development = Sq. Footage No. of Living MHI Addition ,,(Group R) Units42 Commercial/Industrial 0 0 New Addition Sq. Footage (Including Exterior Roofed Areas) f Date (Floor Plans reviewed by School District Personnel) District Identification No. "P,� g.4 r chool District certifies that 1 Q (Apel cant) A�4 (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the// requirements of Resolution No.' by payment o $ representing ll/�� square feet. Schoo rict Representative Date Paid by Check Number Bank Number Paid by Cash Remarks: - � r 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) feefoimmkl (4/92) i RESIDENTIAL 064-670-049 94-0237P,E BURROW, EARL 6356 HIDDEN,'LAKE DR., MAGALIA MOBILEHOME UTILITIES �I�Yi.�A) / 1� e 2oSs ��o�► woo�w,q�t {�oc CLEA2A•JCJ_ 5 Y INFo2K4'rt o,,/ 0i,JLY—Cia.30-4 I OFFICE COPY Address b3 5 GAS Meter By U Date 1/-/v �r'N ELECTRIC'� ) Meter By V� Date/l H-91 j i JOB FINALED (Da Signature c V=OK O = Not OK - - = Not Applicable = Not Ready MOBILE HOMES' y Date/Initials MOBILE HOME UTILITIES Plana OK except #'a - . Z ning Requirements -Setbacks -Easements 01"S_011s; Special MH Support Sketch Sewer; Location -Teat -Fell -C/O Concrete er; Location -Teat -Easement Needed (Sketch) E ricity; Location-Clearences-Grn OjAmp-Concrete Ges; Location -Teat -Wrap: / /" L" ft, J ; / /"Nat. or/ P'L"ft. %"LPG II Clearance & Disconnect r *."Utility Clearance Uaie/Initials MOBILE HO 6TALLATION Plana OK except #'a oni ""uirements-Setbacks Easements i o gs; Size -Spacing -Marriage Line as; MH Test-Demand-Valve—Connector eOricity; MH Teat -Crossovers -Breakers -Clearances �OPUL, F1I`Test-Fell-Flex Connector {{{ r -1ir—Wa r,'MH Teat-Regulator-Connector -�`Veter Sewer Connected -C/O to Grade -HD Approval I es and Electricity Tagged j nap. -Sketch f �ccupancYccupancy e I MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES Plans OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Jolsta-Decking-Bracing-Stairs-Rails 4. Wood Awn.; Posts-Beams-Rftra -Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftm-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS Plana OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O=Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single &c Duplex) Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped .6. Stemwalls, Garage; Steel-Blockouts-Wrapped Be. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Wells Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Wells over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin=roof Brec-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection-Skylighte-Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Wells -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Meth. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic 0 Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor 0 Yes 80. Following instld.; Drive 0 Yes 0 No; Walks 0 Yes 0 No; Planters 0 Yes 0 No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg: Appliance -Fireplace: Clearence to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comnwnts at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 ERMIT NO. APPLICATION. ARCD PERMIT ASSESSOR PARCEL NUMBER - 064-670-049 ZONING ARVIH3 BUILDING PERMIT OWNER EARL BURROW TELEPHONE 511. Fr. OCC. BUILDING ALUAT O OWNER'S MAILING ADDRESS 1228 GREEN HAVEN DRTVF., n CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 2$66 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.0() Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6 HI PERMIT FEE $ 23.0 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NOSUBDIVISION'S NAME p EL qp g Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome MX Other SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S @20.00 60,00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities V( Installation ElOther ❑ Describe Work: FITHU 2 BEIRM PERMIT FEE $ 80.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 111V OR LESS ZOOAORLESS 1 23.00 23.00 Main Service ( 200A To IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. ) SO. 3.50 FT, CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Code and my license is in full force and effect. No. Classification❑ 1, as the owner, or my employees with wages as their sole compensation, will do work, and the structure is not intended or offered for sale. (Sec 7044) /1 I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON.RES ( BRANCH CIRCUITS ) @7.50 POWERAPPARATUS ) B SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 1.50Professions Ex. Occu FIXED APPLNS.ORp'(OUTLETS (RESID.I EA. ) .00License N20 Temporary Service .00the Mobile Home Facilities .00 20.OC Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. PI shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 63.0 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor 1 certifythat I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said CounJ�in`con�sequence of the granting of this permit. / X G6"Vr ✓C�-^ Date � � �/ Signature of Applicant - WOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 166.0 HAZ. D. FEES IMP — FLOOD coy/ �/ PARCEL PD '��'-� IS$ This permit is hereby issued under the applicable provision of the Butte County Code and/or Resolutions to do wor indicated above for which fees have been paid. DIRECT OF PUBLI WORKS By Date 2 PERMIT EXPIRES ON 2 De tel Receipt No 53822 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT R-�^{^tt�-•-v,...�•*'�ti�:.'kt1.^�y�/�z.rrc:lri'+yv+�9M1,�,1-,M'..�'""�' -<' " .�i�'�twfi*iF� COUNTYOF BUTTE - DEPARTMENTOF EVELOPMENT SERVICES -BUILDING DIVISION 7COUNTY CENTER DRIVE- OROVILLE; CALIFORNIA959,65 - TELEPHONE (916) 538-7541 V/PERMIT APPLICATION �AfASHEET OWNER V LA 22 0 LW 2 t w- A. P. No. e9 6 Y J�Zg O 9 Proposed Building Use M R (n � Building Inspector[ Date / -3, -9 Cr At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................... 2. Plot plans, 3/4 "sets, signed by preparer of plans . ..................... �.... . 3_ Complete plans, 3/4 sets, signed by preparer of plans . ........................ .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. ....... /--.. . 5. Hazardous Material Form . .......................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 1. Impact fees as shown on attached schedule. ...... . alifornia Department of Forestry plan approval/fees`�r"`��'� 13. Flood elevation letter (100 year flood by California E gineer. ................. . 14. Sanitation and plot plan approval 2A ArS£ Health Department . .............. 15. City of Chico plumbing permit . ...................... *................... -L� 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ...F;,�4AsWo� reaues�- 20. Pre -inspection for 1 required. . to Building InsPedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workman's Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner )............ 24. Recorded copy of Agricultural Acknowledgement Statement . ................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance. .....:...,......... ................... . 29. Documentation of legal access . ......................................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 311 Existing violations/expired, permits . :.....:............................... . 32. Plan check list.- ..................................... 33. 34. When you issue the permit, process as follows:.` )e Mail to owner. Mail to contractor. Telephone and hold for'p)ckup at office. Deliver with inspector. Other Parcel Creation t 3 Acreage Applicant Sasl Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted pricZr o permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: £/t Contractor, designer, o , was advised of above required data by _ phone _ mail Counter bx_w- Date -17sF Contractor, designer, owner, was advised of above required data by _ phone -mail Count by _ Date Plans checked by Date Plans approved by Date Z- I? -? LP Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works E.H. Ilsli (7\1,1' Not flan Attached _ S Hour flan AILIdwd C S ^ sent to H.D. a TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner / -ocation Plan Approved for: Sewage Disposal Water Supply: Public _ Clearance for�—bedroom mobile home. Othcr T Hold final for: clearance O.K. for: NOTE: Environm 8/92 6KY- ��o AP# Private Well ealth S ecialist f Diane COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DMSION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER B <n 2 Cee ,.f A 2 i A.P. # PROPOSED BUILDING USE ly( L DATE 1. 2. 3. SCHOOL DISTRICT FEES (paid at District Office) ............. SHERIFF FEES ............ (paid at Building Department) Residential...... x =$ 3<O- 00 unit amt. Commercial (sgft) x =$ sq.ft. amt. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES �( (Contact Land Development Division) .............. �_ 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7.. OTHER 8. OTHER REC. # DATE REC 15= 1-31-9y r-)382?- I -31-- c, y At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE/� �% COUNTY OF BUTTE - Department of Public Works 7 County Center Drive;-Oroville, CA 95965 Phone: 916-338_7541 OWNER -BUILDER VERIFICATION . Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and. issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2.I. avav /have not) �, signed an application for a building permit force proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name' Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Number Date /— 3 /-- 0 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned toour office before we are per- mitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center •Drive, Oroville CA 95965 Phone:. 916-538-7541 RE: EARL BURROW A.P. # 064-670-049 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm DATE: 2/2/94 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes.Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. yXPlot plans, &4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. Flood elevation letter (100 year flood) by California Engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Certificate of Workmans Compensation Insurance. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 505k subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. STRUCTURES ON PROPERTY. Should you have any questions concerning the above, please contact of this office. MCV:ahb Y rs very tr ly, v Midael C. 17ieira, C.B.O. Man ger, Building Inspection TOM MAY 91 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE I5V -6Z-f2 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address a ould be corrected. Please notify this office when correction of work is completed. u have any questions pertaining to this matter, or need additional explanation, please cost?a4 �this office immediately. :1 0-0%- C!'9`S %iz-�cs" Date / L/ Inspector REV 10/92 / / / Cep, �l - 1 GOB D�OGO PS '� a 017 Awe--, Ae"�,;6 b�3Z2�/ �ll� �d'//ieCa�• Gv� lLF-� G2,G¢'c��a� � OIT ��r�� o�sv ��zot f 413 77h� � ell IFoIC;l 69444La-11 ex / ow�� , zz .74" Ai&,� -� ter. �. eiuin4 q 9 OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT[ EARL AND VIRGINIA BURROW ADDRESS: 1228 GREENHAVEN DRIVE CITY & STATE: OAKVALE CA 95361 IMPORTANT: 4-7 -_ .. SEE INSTRUCTIONS DATE OF CLAIM: 9Pntamhar 9Q- 1993 ON REVERSE SIDE SUBMIT- CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT 9/20/93 OWNER HAS DECIDED NOT TO DO WORK BLDG PERMIT 2-2 064-67-0-049, RECEIPT #115967 DATED 6/19/92 AND RECEIPT #122415 DATED 7/31/92) TOTAL FEES PAID --------------------------------- 1,279.75 RETAIN REFUND PROCESSING FEE ----------25.00 RETAIN BUILDING PERMIT FILING FEE ------ 15.00 RETAIN ELECTRICAL PERMIT FILING FEE ----15.00 RETAIN MECHANICAt PERMIT FILING FEE ---- 1 -5. 00 RETAIN PLAN CHECKING FEE -------------- 302.25 RETAIN ENERCY PLAN CHECK! FEE- — 20.00 *M8UNT RETAINED ---------------------------- , I I I T8T*h REFUND DUE ------------------------------- 87 2 50 TOTAL 872 I p ./ I, the undersigned. declare under gn penalty of perjury that the services or articles claimed have been performed or delivered, and that this - claim is true and correct as stated. Dated this .............. ......... day of .. .......... 19 T.3 at.�L�ILlklt 5:....... .......... igneturo of Claimant I I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have beeWperto ed or de- livered and that there a Budget Appropri tion ❑ or Specific Board Approval (Check one) for the e.Dated this.....,/�-�...................... deY of ..Yr!F,O/J.............. 19 ( at ...V(./.lh^!`/1.... . Calif. ......... ......... 1 .r.......... / Department Head or Authorried Deputy I Dept de' ............ 44O-002........... code .......4210500 .................... PAYABLE FROM .....CONST PEI�hIIT.......................................... .. 0 FUND DO NOT WRITE BELOW THIS LINE — AUDITOR'S USE ONLY DEPT. & SUB. I PROJ. I SUB. OBJ. I CLAIM NO. I INV. NO. I INV. DATE I ENCUMB. I GROSS AMT. I RESIDENTIAL 64-67-49 92-H33 BPEM BUTRROW, `Earl & Virginia 6356 Hidden Lake Ln, Magalia new sf 918 9,3 J JOB FINALED (Date) Signature J=OK O=Not OK =Not Applicable Not Ready MOBILE HOMES =". Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location -Clea rences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected.0/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card 6-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lgh.g. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i ✓=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (Single.& Duplex) ' = Date UNDERFLOOR (Plans) OK except N's I Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except a's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ------------------ ---------------------------- 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection ------- -------- ----- - ----------------- --- ---19. Shower Pan: Test. First Floor -Tub Access ----------------------- ------ 20. Test -Tub & Shower. -Second Floor -Tub Access ---------- ------------------ 21. Gas Pipe: Size & Anchors ----------------------------------------------------------------------- Date -- ---------- - - Card B-1 Date Card B-1 --------------- ------------------------------ --- ----------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. ----------------- Fixture & Transformer Clearance -Ins. Protection ---------- --------------- ----- -------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. ------- Size Boxes & No. of Conductors -Stapled ---------------------------------------------------------------- 25.-- Romex Installed Close to Edge of Studs & C.J. -------------------------------------------------------------- 26. ------------- Equip. Ground made up w/Meth. Fastners-Bond Gas & Water ----------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GF1 28. -------------------------------------------------------- Subfeed Wire Size ga. Cu or AI-A.C. Wire Size / / ga. -------------- ------ Cu or At ------------------------------- --- ------------------------------------------------------------- 29. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. --------- --------- Insulated Neutral 0- Yes 0 -No ------------------ - --------------- ------------------------ ------------------- 30. -------------- 30. Service_Riser Conductors & Ground -Main Disconnect ------------- 31. ------------------------------------------------------------ Equip_Clearances Panels-Motors-Mech. Equip. 32. --------- Clothes Closet Light -Shower Light -Spa Light - --------- ------------------------------_------ -- - -------------------- 33. -------------- 33. Smoke Detector -------------------------------- ------------------------------------------------- Date Card B-1 Date Card B-1 ----------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except n's 34. A.C. Ducts Insulation & Support ----------- ------------------------------------------- 35. Vent Fan: Exhaust above insulation -------------- - ----- --------------- - --- - - ------------------------------- 36. Condensate Drain & Overflow: Size & Grade ------------------------------------ --------- .---------- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ----------- -- -- ------------------------------------ -------- 38. Attic Access & Platform if Furnance in Attic ---------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 --------------------------------------------------------------------------- - Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except p's 39. Sils. Proper Material & Anchors ------- ----- --------------------------------------------------------- --- - 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound - ---------- ---------------------------------------------- ---- 41. Bearing Walls over Girders & Floor Nailing - ---- - - --- -------------------------------------------------------- 42. Draft Stop in Walls (rat proof) -------- -- ---------- ---------------------------------------------------- -------------- 43.. Fire --Stops; Furred Ceilings -Stairs -Chases -Tub -- --- ---- ---------- -------------------------------------- 44. Headers & Beam -Size & Bearing 45. Hangers -Post Caps -Anchors -Connectors _ 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size &Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50.- Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3 -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Wails: -Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ---------------- ----------------------------------- Date ---Card B-1 Date Card B-1 ---------------------------- - Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except N's 61.- Ext. Steps -Door & Sidelight Protection -Landings -------------------- -- 62. Smoke Detector --------------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ------------------ -------------------- 64. Bedroom Exiting 65. G.F.I.& Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels --------------- 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter ----------- --------- ------ --------------- 72. Garage Fire Door: Swing -Landing -Closer 73. A.C. Duct in Garage -Damper - ----- --------------------------- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb. Elec. & Mech_Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes ------------ ------------------------------------------ 78. -Guard -Rails & Deck -Construction -Post Caps ----------------------------- - 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ------------------------------------ ----- 81. Stucco Brown -Finish ------- - - --- - 82. A.C. Unit: Disconnect. Electrical, Plumbing ----------------- -------------------------- -- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings ----- ------ - ----------------------------- --- 84. Water Well: Disconnect, Electrical, Plumbing ------ ------------------------------- ------ 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House -- --- ----------- ----------------------------------------- 87. Glass Protection ----------- ------------------------- 88. Corrections from Previous Inspections ------- --------------------------------------------- 89. Gas Test -Meters Tagged; Gas -Electric -- --------------------------------------- -- ------ ---- 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ------ ...--------------------------------- ----------- Date Card -B-1 Date Card B-1 Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: �]?J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC 'WORKS" PERMIT NO. 7 County Center Drive - Orov111e, California 95965 - Telephone: 916.'536-7541 92-2133 APPLICATION AND PERMIT �n ASSESSOR PARCEL NUMBER 064-670-049 ZONING ARMH 3 , BUILDING PER T OWNER EARL & VIRGINIA BURROW 209-847-2086(209-847-2048so. TELEPHONE FT. OCC. BUILDING VA ATION 1605 R 86,670.00 OWNER'S MAILING ADDRESS 1228 GREENHAVEN DRIVE OAKDALE 959361 504 m 9,072.00 CONTRACTOR'S NAME OWNERigg TELEPHONE COV 0 CONTRACTOR'S MAILING ADDRESS FireplaceMAS 3,000.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 1 1.186.00 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 604.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 302.25 Energy Plan Checking Fee $ .00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6196 RTDDEN LAKE LANE MAGALIA 95954 Permit fee $ 941.75 PLUMBING PERMIT Filing Fee 15.00 Each Trap 12 5-00160.00 Solar or heat pump water heater 1 20.00 LOT NO.SUBDIVISION 3 NAME i PARCEL MAP 97-89 Water piping 7.00 7,00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 15.00 Mobile Home I S I G JWT @ 15.00 TYPE OF WORK New [X Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3 RDRM _ Permit Fee $ 109.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service ?OOA OR LESS 18.50 18.50 Main service 200ATO1DDOA1 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ElI, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP. �\ OR ADONIS.\ACC. BLDGS. _37.50 3.64sq.ft. 74,00 NEW CONSTR ULT' -OUT LET NON•RESID BRANCH CIRCUITS @ 5.00 POWER APPARATUS e1 SINGLE OUTLET CIR. EX. OCCup(OUTLETS OR FIXTURES 20 76 Ex. DCCUp. OUTLETS PIRESID IFIXED APLNS.REA.) I 3.00 Temporary service 15.00 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ 122.50 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate > of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating 100K BTU 1 9.S0 9,50 DUAL PACK Cooling 5 TON g 50 1 ' Hood 6.50 6,50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai aid CDate oun n consequence of the granting of this permit. X �if,� �p Signature of Applicant - OwnerA Contractor ❑ Agent ❑ An OSHA ion of structures toveerrr31storiesoinehe� excavations over 't)" deep and demolition or construct- Mobile Home Installation Fee $ Energy Inspection Fee $ 40.00 OCC CONST TYPE TOTAL FEE $1279.50 HAz I DFEES I IMP I FLOOD I CDF I PARCEL I PD HD ISSUE This permit is hereby issued under the sions of the Butte County ode and/or work indicate ov f hich fees E F PUBLIC By PERMIT EXPI ES Date $ applicable provi 1 resolutions to do have been paid. WORKS Date ?- S -9Z - - 3 Receipt Nol C r -3 g2 2! 6 '�l2 7, WHITE-D.P. W., YELL O -ASSESSOR, K-INSPECTO . GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916.'536-7541 APPLzICATICN AND PERMIT �PERMIT NO. i ASSESSOR PARCEL NUMOER �. ZONING67-49 ARMH- BUILDING PERMIT OWNER Earl & Virginia Burrow p (209) TELEPHONE 847-20 SO. FT. OCC. BUILDING VALUATION ' 6(0 OWNER'S MAILING ADDRESS Greenhaven Dr. Oakdale CA 95361 504 9972 AC TOR'S NAME Owner TELEPHONE 128 CQlr 23-44 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation js Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee ARCHITECT OR ENGINEER - LICENSE No. Plan Checking Fee Energy Plan Checking Fee $2n. nn ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee 35�n PLUMBING PERMIT Filing Fee 15.00 Each Trap 2 5.00 0.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION 3 NAME PARCEL MAP 97-89 Water piping 7.00 Each qas water heater or vent 1 7.00 USE OF STRUCTURE SF4 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 UU Building sewer 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK Ne F_ Addition ❑ Remodel ❑ Utilities ❑ Installation[]Other E]Permit Describe work: 3BR _ • Fee $ up.luu Contractor ELECTRICAL PERMIT Filing Fee /15.00 Main service 200v OR LESS 00A OR LESS 18.50 Main service 20CATO 1000A1 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License 4o. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING ADDNS. ACC. BLDGo,Poll) 3.64 q.ft.OR NEW CON5TR ULT' -OUTLET ' NON•R ESID BRANCH CIRC ITS @ 5.0011 1 POWER APPARATUS &) (SINGLE OUTLET CIR. ) - Ex. Occup(OUTLETS OR FIXTURES 20 76dIJ IAI FIXED APLNS. \ Ex. OCCUp. OUTLETS PIRE51 D,1REA.) I 3.00 Temporary service 15.00 15.00 Mobile Home Facilities 15.00Misc. Wiring g 15.00 Permit Fee $ 122.50 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating 100K btu d al Pack LFS, Cooling 1Ve on Hood 6.50 Ventilation�l. 4. 5 18.50 oo permit Fee $ r) r) r;n Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyof Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - Owner❑ Contractor ❑ Agent ❑ An OSHAwork permit is required For excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fe $ 4o. oo o coNs'r E v TOTAL FEE $ 1279.50 FAZ DFEES IMP FLOOD ISI% CDF PAR L PD �ID Iss e This permit is hereby issued under the sions of the Butte County Code and/or indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date ffeceipt No. ,, p%`�lS IrLL W7 ASS SSOR. PINK-I.SPE[TON_ nnl ncuwnn-.owi ,��uT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION / ' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA.95965 TELEPHONE (916) 538_7541 PERMIT APPLICATION DATA SHEET OWNER Proposed Building Use Building Inspector A. P. No. G 6 % y ,� Ste/ Date - - ' At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED ay 1, All items have been submitted. ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5..Hazardbus Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . ................. . 7. Statemebt of Intent for Non -Heated and A/C Buildings . ...................... 8. ,Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome d rwfacturer's installation instructions, 2 sets. ........... 10. Fees of $ %. . ......... .. 4t �- .... `11. Impact fees as shown on attached schedule . ....................... :...... . 12. California Department of Forestry plan approval/fees. ....................... . 3. Flood elevation_ letter (100 year floodlh�y Carnia Engineer . ................ . 14. Sanitation and plot plan approval Y 17 )•Health Department......:.... . 15. City of Chico plumbing permit ............. . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: Uk Contact Land Development about (A) Improvements (B) Drainage. . 19. Driveway permit (construction approval required prior to occupancy). .. ... .... st 20. Pre -inspection for required. .. o`Building inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner Mail to owner )............ Recorded copy of Agricultural Acknowledgement Statement . ................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ....................................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. Other _ Parcel Creation Acreage ( to owner. Man to contractor. ORO ✓ office. Deliver with inspector Applicant Lrtca Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Deft! Other Date By The following data must be submitted prio to "ance 1. Index permit for above items No. F 2. Additional items required: above). Contractor, designer wne , was advised of above required data by_phone mail Counter b Date ` - v ^4/Y Contractor, designer, er, wQadvised of above required data by _ phone _ mail Counter by _ Date Plans checked by GAJ Date - Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO Buildina Department FROM: Environmental health SUBJECT: Sanitation Clearance -� Location AP# Owner Sewaqe l Water Supply Disposal Plan Approved for: . Water Supply Bold final for: Water Supply Final clearance O.R. for: Clearance for .� bedroom tm�home . other �� i�F"- �-, t � _ I NOTE * * * Date San arian TO Buildinv Department FROM: Environmental Health SUBJECT: Sanitation Clearance 0,2 to 0� owner Locatio AP# / Plan Approved for: Sewaqe Disposal V Water Supply Hold final for: Water Supply ^anal clearance O.R. for: Water Supply Clearance for 2 bedroom Md -home. Other NOTE **" VL Ct -� Date Sanitarian BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District/p"�8/1Le c4i tC _ __—_— — Building Department No. % (:Z—. A.P. Number C ! Jurisdiction (_ City County Property OwnerZ Property Location/Address —_ yJ ��../ 176 �2 Subdivison Residential Development No. of Living Units Commercial/Industrial _—_ Lot No. ..7 Sq. Footage_ MHI Addition (Group R) Sq. Footage New Addition (Including Exterior Roofed Areas) Building epartme'nt Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. - — �--/�0 t _ School District certifies that PA, ( PPlica ) (Street Address) (Phone Number) - (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing / 1��2 ___._square feet. School District presentative N Paid by Check.Number C Remarks: Bank Number. Paid by Cash —a _ by payment of $ &/Iq/g Date 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.wkf (4/92) COUNTY OF BUTTE'- Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit. will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name _ Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name ' Address . Phone Type of Work Signed: Property Owner G�itc,y Social Security Number Date - f C1 - Z,2- NOTE: 2 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. TO: Building Department CO FROM: Environmental Health SUBJECT: Sanitation Clearance 1:.11. 1IsI: O\I.1' I%a Plan Aludied Fluor flan Atuidwd / / pv Sent to IL U. --� t L :L�=��ceJ Owner Location AP// Plan Approved for: Sewage Disposal � Water Supply: Public Private Well Clearance for bedroom nhome. Other Hold final for: Final clearance O.K. for: V k ti _ NOTE: ('0-1Z104.),gC zac[ - S&OO-G7 uO r-Lo0Tt-- Environmental Health Specialist 8/92 pi S SUan I Tr 4b -Ls-LgZ - Date Gs- ,V9g;'73 re 6. ck TV �t � APPROV,cD Butte CO1Jnty Environmental _-A-1 Signature I�T8&� �e '&7 zl� COUNTY OF Bum - DEPARTMENT OF,PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TE LEP11ONE (916)5387541 OWNER PROPOSED BUILDING USE QfS 1. School District Fees Offi ) A.P. NO. DATE (Laid at District /jce .......................... Ae��. Sheriff Fees U (paid at Building Department) Residential .......... _---�-__x .3.60 unit amt. Commercial(per sq.ft.) x =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) x =$ # units amt. Commerical(per sq.ft.) x =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) ......;.................. 6. Other 7. Other REC. N 12507-7 DA'Z'E REC *LP -L -- At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. c DATE, APPLICANT �k �' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 EARL & VIRGINIA BURROW RE: 92-2133- 1228 GREENHAVEN DRIVE OAKDALE CA 95361 A.P. # With reference to the above subject: / / Attached is: OTHER PHONE: 916-538-7541 DATE 6-30-92 064-670-049 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced �l We need the following information: Permit application signed and completed where indicated with all copies returned. X Fees of $ 897.50 payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at:. 1469 Humboldt Road, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. DRIVEWAY PERMIT X OTHER I -have several problems with.your house plans. -Please call me at-538-7541- between--T& t 538-7541between-3 & 5 P.M. so I-may'discuss.them with you. I was not. able to leave a message on your machine sense I need to call collect. Should you have any questions concerning the above, please contact LINDA SEXTON of this office. Yours very truly, 60/ `Z William Chaff �� Director of Public Works rte_._ -t_ _ �.T . F. Glander JFG/aj COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 w DATE RE: With reference to the above subject: / / Attached is: A. P. # 7- Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation.Information Sheet Engr. Calcs Typical'Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER / / We need the following information: Permit application signed and completed where indicated with all copies r turned. Fees of . $ b'p % S U payable to Butte County Treasurer . ter. 51U re �T -� S Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in, by registered engineer or architect.. Energy design including Street -and drainage improvement plan approval -from Land Development Section (DPW): sets of plans:in accordance with the changes marked in red. Sanitation approval from Butte County Health.Department at 1469 Humboldt Road, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded -copy of -deed showing Recorded copy of agricultural acknowledgement statement. �— r r ✓� � �;1R vi'yt ".OTHER Should you have any questions concerning the above, please contact of this office. Yours very truly, William Cheff Director of Public Works J.F. Glander ` JFG/aj R`e t rn t6 DPW F7 92- 7302 AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENiT Section 26-8.1 of the Butte Countv Code requires this acknowledgement be recorded — prior to issuance of a building permit. 92-027,302, Rec Fee 8.00 The property described herein is adjacent I Check 8.00Recorded to land or included within an area zoned Official Records I for agricultural purposes, and residents County of of this property may be subject to incon- But Butte t veniences or discomfort arising from the Candace Grubbs use of agricultural chemicals, including, but not limited to herbicides, pesticides, Recorder corder and fertilizers; and from the pursuit 12:3519-Jun-92 I PUBL XX 2 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 agricul- tural zones which have as a priority use for productive 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: PROPERTY OWNERS: State of - ) On this the Jqtk day of 19(7; before me, the SS. undersigned Notary Public, rsonally appeared County of ) EARL �. t3 OR Row UIr�C�'ltJIPr !�. P—)u22etJ ®®m■■®®■■t�®�■■®■®■■■■■ Personally known to me. M Proved to me on the basis e REBECCA ARNOLD of satisfactory evidence. ■ NOTMY �tFoiNu 0 to be the person(s) whose name(s) aILL ty My Commission Expires ■ subscribed to the within instrument and acknowledged that _ ® Ap612,19M ■ executed the same for the purposes therein contained. IN WITNESS ®■®■'■■■�� x■■■■■®■■■ ® WHEREOF, I hereunto set my handn fficial 1. Present A.P. No Q(�� (o %Q -O y f, 0� Notary Public '.....a, :• ". ':...::i.:::.i.;_:v:<�..�:.tr.:;�:.<rri.o::S.:.II.,;.e ::.Li..:...u...iid.w' V �Lri: I. ,I Y .VY uY4 ✓iw'l.r_ll.r:M r::.::rll'J•�J F g i -32434.' 7cc. 8pl IOrder No. 39920 P-16552/MS DESCRIPTION All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL A: Parcel 3, as shown on that certain Parcel Map of a portion of the Northeast quarter of Section 23 and a portion of the Northwest quarter of Section 24, Township 23 North, Range 3 East, M.D.B. & M., which map was filed in the office of the Recorder of the County of Butte, State of California, September 11, 1984 in Book 97 of Parcel Maps, at. pages 89 and 90. EXCEPTING THEREFROM all minerals, metals and mining rights, as reserved in Deed from Lois Lavine Crabbe, et al, to Norman Logan, dated June 7, 1923 and recorded July 19, 1923 in Book 202 of Deeds, at page 318, records of Butte County, California. ALSO EXCEPTING AND RESERVING THEREFROM all of the valuable minerals beneath the surface . of the said lands, with the right to mine and extract said minerals, it being agreed and understood that in all mining operations the surface of said land will be protected against damage and that all such mining shall be carried on from tunnels, shafts or drifts having their orifices outside of the surface area of -the above described realty, all as excepted and reserved in the Deed from Magalia Mining Company, a corporation, to E. D. Storts, et ux, recorded September 4, 1947 in Book 423 of Official Records, at page 385, records of Butte County, California. PARCEL B: An easement for road and public utility purposes as shown on that certain Parcel Map of a portion of the Northeast quarter of Sec- tion 23, and a portion of the Northwest quarter of Section 24, Township 23 North, Range 3 East, M.D.B. & M., which map was filed in the office of the Recorder of the County of Butte, State of California, September 11, 1984 in Book 97 of Parcel Maps, at pages 89 and 90. PARCEL C: An Easement for road and public utility purposes over the following described parcel of land: COMMENCIN2 at the Northeast corner of said Section 23; thence following said Section line, South 00 22, 12" East a distance of 1147.47 feet to the true point of beginni0g for the parcel of land herein described; thence from said truepoint of beginning' North 89° 31' 02" West a distance of 175.43 feet; thence North 00 22' 12" West a distance of 30.0 feet; thence South 890 31' 02" E$st, 238.35 feet to a point in the centerline of the Skyway Highway; thence South 6 28' 40" East along the centerline of said Highway, 30.22 feet to a poiibt that 'bears South 89° 31' 02" East from the true point of beginning; thence North 89 31' 02" West, 66.14 feet to the true point of beginning. END OF DOCUMENT END OF DOCUMENT RESIDENTIAL PLAN'CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # _2 OWNER �GLy�� A.P. # (0 C/' GENERAL Plan Checker foning requirements: (sideyards and number of permitted living units). aluation. lans signed by designer. roper description of work on application. .Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc): Recorded notice of violation.. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fill's, drainage. Flood hazard. Special conditions on creation map, ustible, and foundations). FAU & FAS road setback. . , (noise, CBF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). MMP PT -AN Complete to scale plan with dimensions. Required windows for light and. ventilation (Sec. 1205). K Required windows for second exit (Sec. 1204). �kyli.ghts (Chapter 34 & Sec. 5207). /Huuman'impact glass (Sec. 5406). �equired room sizes, ceiling heights (Sec. 1207),. `GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- �yenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical gas equipment. garage firewall, door size, and closer (Sec. 503(d)(3)). I '0" exterior exit door (sec. 3304 (f). fireplace and wood stove location, alcoves, and clearance. . S ke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size.. , -STRUCTURAL DETAILS gZandard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. LR ree story building requiring engineered calculations and plans. undation plan complete enough to construct building. oor construction details complete enough to construct building. evations and wall construction details complete enough to construct of construction details complete enough to construct building. replace construction details and calcs if necessary. fter ties or bearing ridge beam. door or porch header sizes. ud heights. obe soils - special foundation design. taining walls requiring design. ecial Inspection required. building 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS'ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). L.Roof terior plaster - weep screeds (Sec. 4706). oper roof pitch for roof convering (Chapter 32). covering type - (fire hazard). am insulation - protection. " halls and stairways. 9 -.---Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. V o exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). tic access and ventilation (Sec. 3205). derfloor access and ventilation (Sec. 2516). mbustion air for fuel burning appliances - L.P.G. requirements. ise requirements on duplexes. ergy design. ashing at all exterior openings. F responsible area requirements. k 4�**� 5 9 MOZAFFARI ENGINEERING STrL)MFCAL. '�6376-Gf-Ccs ,91< 7CO1111— c� LCULAT16[45 .� oAr��! tCoof tDL= ZO PS_ 450 it/FEl7 ��'�c ac �--cpo . L• U' _ I FSI. LA�� rZ�a. L✓ AN.�.�Ts 1 S �P�Tt,Qlr) w= c e � `t s r- X12 �,\ L L- L = -5 -1 s CZ) =1 5 � 1153 ti�c�= 5-lxz0 + = I,i 3C I� 3)(�4 = 21 5 f --F 14- W HOT= OP-: '/z(zao)(3•�5�2 -}- F�ohlr WALL -t- ) 4110=zlS Vz 112,�13Xz1'3 rsfm)(--Ao)+ I/2�2o�(I>x21 3� = 6-122 �= 322 Pl(= SIvl= whLLs rr?oflT a,&r—a �,6ll- MEETc' Zs�� ' r ►� coN �F�Ij�vN�-l. coNST�UcT�oN , t _ _ 400 12th Street • Suite 11 • Modesto, CA 9B354 (209) 572-4430 PAX (209) 5724436 Client: gym, w o co vJ Job No.: nate: 1 / S 8/.l 2 Page No.: STrL)MFCAL. '�6376-Gf-Ccs ,91< 7CO1111— c� LCULAT16[45 .� oAr��! tCoof tDL= ZO PS_ 450 it/FEl7 ��'�c ac �--cpo . L• U' _ I FSI. LA�� rZ�a. L✓ AN.�.�Ts 1 S �P�Tt,Qlr) w= c e � `t s r- X12 �,\ L L- L = -5 -1 s CZ) =1 5 � 1153 ti�c�= 5-lxz0 + = I,i 3C I� 3)(�4 = 21 5 f --F 14- W HOT= OP-: '/z(zao)(3•�5�2 -}- F�ohlr WALL -t- ) 4110=zlS Vz 112,�13Xz1'3 rsfm)(--Ao)+ I/2�2o�(I>x21 3� = 6-122 �= 322 Pl(= SIvl= whLLs rr?oflT a,&r—a �,6ll- MEETc' Zs�� ' r ►� coN �F�Ij�vN�-l. coNST�UcT�oN , t _ _ 400 12th Street • Suite 11 • Modesto, CA 9B354 (209) 572-4430 PAX (209) 5724436 MOZAFFARI Miff ENGINEERING is�, t12 pl.r =0 0 z I rA- . C T- I4sg 4 ItSS l0 1.2s)- II NAILS � U►2 / w�_ 2 "32x�777T—.Ke- T 400 12th Street • Suite 11 • Modesto, CA 96364 (209) 672-4430 FAX (209) 672-4436 MOZAFFARI 400 12th Street • Suite (209) 572-4430 ENGINEERING 11 • Modesto, CA 95354 FAX (209) 572-4436 SHEAR WALL SCHEDULE SYMBOL TYPE NAILING ANCHOR BOLTS* COMMENT SHEAR WALL*'* BOTTOM PLATE *►* MAX. SHEAR P.L.F. 0 1/2 ' GYPSUM MALL BOARD Sd COOLERS 0 4' OC ALL FRAMING MGRS. 12' OC 48' OC 812S ® 1/2' GYPSUM VALL BOARD Sd COOLERS 0 4' OC ALL FRAMING MBRS. 12' OC 48' OC BLOCK ALL 0150 1/2' GYPSUM EDGES WALL BOARD Sd COOLERS 0 4' OC ALL FRAMING MBRS. 6' OC 48' OC BOTH 42SO ' SIDES ® S/8' GYPSUM VALL BOARD 6d COOLER 0 4' OC 9' OC 48' OC BLOCK ALL 0175 EDGES ® S/e• GYPSUM BOARD 6d COOLERS 0 4' OC 4' OC 48''OC BOTH =0VALL SIDES e S/8' GYPSUM 2 -PLY BASEPLY: 6d COOLERS 0 9. OC 6' OC 48' OC BLOCK ALL 02S0 FACE PLY: EDGES 8d COOLERS 0 7' OC Q 7/8' CEMENT NO. 11 GA.. 1 1/2' 9' OC 48' OC PLASTER LONG 7/16' HEAD 0 0180 6' OC. ALL FRAMING MBRS. ® 3/8' COX YW PLOOD ed 0 6:6:12 6' OC 48' OC BLOCK ALL 0264 © 3/8' COX EDGES SRT84 PLYWOOD 8d 0 4:4:12 4' OC 42' OC BLOCK ALL EDGES Q 3/8• CDX PLYWOOD 8d 0 3:3:12 2-ROVS 32' OC BLOCK ALL 11492. 0 b' OC EDGES STAGGERED ® 3/8' CDX PLYWOOD IOd 0 2:2:122 -ROWS 24' OC 3x STUDS b 0636 0 4' OC SILL BLOCK STAGGERED ALL EDGES © 3/8' CDX PLYWOOD 8d 0 4:4:12 2-ROYS 16. OC *+r*e BOTH SIDE 0768 0 4' OC BLOCK ALL STAGGERED EDGES ® 3/8' CDX PLYWOOD 8d 0 3:3:12 2 -ROWS 16' OC VFW - BOTH SIDE 0984 0 3' OC BLOCKALL STAGGERED E EDGES 3x STUDS ® 1/2' 0310 CDX PLYWOOD' 10d 0 6:6:12 6' OC48' OC BLOCK ALL ES 1/2' CDX PLYWOOD IOd 0 4:4:12 4' OC 32' OC BLOCK ALL 0460 EDGES 1/2' CDX PLYWOOD 10d 0 3:3:12 2 -ROWS 24' OC 3x STUDS 0600 0 6' OC BLOCK ALL STAGGERED EDGES ® 1/2' CDX PLYWOOD 10d 0 2:2:12 2 -ROWS 20' OC 3x STUDS 0770 0 4. OC BLOCK ALL ® 1/2' CDX STAGGERED EDGES 0920 PLYWOOD 10d 0 4:4:12 2 -ROWS 16' OC BOTH SIDE 0 4' OC BLOCK ALL 1/2' STAGGERED EDGES 01200 CDX PLYWOOD tOd 0 3:3:12 2-ROYS 12' OC BOTH SIDE 0 3' OC BLOCK ALL STAGGERED EDGES e 1/2' STRUCT I IOd 0 3:3:12 2-ROW5 20' OC 3x STUDS 0 6'OC BLOCK ALL 0665 A 1/2' STAGGERED EDGES STRUCT I 10d 0 2:2:12 2-ROVS 16' OC 3x STUDS 0 4' OC BLOCK ALL 0870 A 1/2' STAGGERED EDGES STRUCT I 10d 0 3:3:12 2-ROVS 12' OC BOTH SIDES 0 3' OC 3x STUDS 01330 STAGGERED BLOCK ALL EDGES ® 1/2' STRUCT I 10d 0 2:2:12 2-ROVS 8' OC 0 3. OC BOTH SIDES 01740 STAGGERED 3x STUDS BLOCK ALL t 5i*• nr. _ .... EDGES ** COMMON NAILS -HAND SET -DO NOT.CRUSH FACEPLY. (IE. 6:6:12 6' OC BOUNDARY. 6' OC EDGES. 12' OC INTERMEDIATE FRAMING). *** 20d COMMON NAILS 0 2ND AND 3RD FLOOR BOTTOM PLATE. (OR RAISED FLOORS.) **** VHERE PLYWOOD APPLIED ON 80TH FACES OF WALL. USE 3x MEMBERS AT JOINTS OR STAGGERS PLYWOOD JOINTS. PLYWOOD MozAFFART Miff ENGINEERING GENERAL CONSTRUCTION REQUIREMENTS: ` ---------------------------------- 1. It shall be the owner's respons.ibility to transfer all sized member's connections and special details from these calculations to the plans either by him/herself or the draftsperson who prepared the plans. 2. It shall be the owner's responsibility to insure that the construction conforms to these calculations. 3. Prior to ordering any material, it shall be the contractor's responsibilty to verify all dimensions and field conditions. 4. Any field conditions found to be unusual or other than those used in these calculations shall be reported to this engineer prior to construction. see soils report for further information. 5. All construction shall conform to the provisions of the uniform building code, the most current edition adopted by the county where this construction shall occur. Nothing in these calculations is intended to conflict with those provisions. Any conflict shall be brought to this engineer's attention. 6. These calculations shall become a part of the plans and any applicable specifications for the proposed project. In case of conflict, these calculations shall govern. Any conflict shall be brought to this engineer's attention. 7. These calculations shall be considered valid only when an original signature is affixed in red ink. 8. All foundation shall be placed a minimum of 12" into natural, undisturbed soil. All soils to be 95% compact prior to placement of concrete. see recommendations in soils report for further information. 9. All columns and posts to be installed with ICBO approved caps and bases or as specified herein. 10. Use two -trimmer minimum in all bearing walls with openings 48" or over or as specified herein. 11. Shear stress loading has been eliminated at supports for a distance equal to the depth of the beams. (UBC2506-C). 12. Where posts or columns are called out for beam support, the load is to be transferred the full length to the foundation via vertical grain members only, unless an approved or designed column or post splice at floors is shown or designated herein. 13. Minimum header size shall be 4x12 DF#2 in 4" load bearing walls, and 6x12 DF#2 in 6" load bearing walls, or as specified herein. 14. Anv shear connection are for the portions of the walls idenified and are continuous from top to bottom plates. Studs shall be placed a maximum of 16" o.c. 15. All contiuous footing shall have a minimum of two #4 continuous reinforcing bars. All piers of isolated footings shall have a minimum of #4 reinforcing bars at 8" o.c. in both directions. 400 12th Street • Suite 11 0 Modesto, CA 98384 (209) 672-4430 FAX (209) 872-4436 ' ` bth k M�1 l:. D. �UhlEOttl 1228 Gose Hamn D4 oakda,U, ca 913361 MOZAFFART K4"jz ENGINEERING BU&DMG DEpARTMEW ay 91311 f Z 2_A3s-1YP S6�r--oj slbl✓ ID H oT6 s' '7-- cod W, Le, A5 5 +A (a p V-41 poS1" ISDLT INTO �CIZ \N1 ,39 ,3s F^ OQ�OFESS/mo pN c l(eO�IT OAL L rKAH I NG f-:Lf,�vATI ON No. 95 �1 P. 3-31-93 400 12th Street 0 Suite 11 • Modesto, CA 95354 (209) 572-4430 FAX (209) 572-4436 Client: p 4 Kg do Job No.: Dace: 8 J2-1 /,j Z Page No.: 1 '7-- cod W, Le, A5 5 +A (a p V-41 poS1" ISDLT INTO �CIZ \N1 ,39 ,3s F^ OQ�OFESS/mo pN c l(eO�IT OAL L rKAH I NG f-:Lf,�vATI ON No. 95 �1 P. 3-31-93 400 12th Street 0 Suite 11 • Modesto, CA 95354 (209) 572-4430 FAX (209) 572-4436 MFAMOZAFFART ENGINEERING 2X SIV SNP 224 TO -ter *ice aF F►►4-t�pLpc"�- ItlY?-f Ct�AK, GI AT rOOH W�.L 400 12th Street 0 Suite 11 • Modesto, CA 95354 (209) 572-4430 FAX (209) 572-4436 MaMOZAFFART ENGINEERING FV -OH t 0*L': fvd- I,o(,C►'Z) O(o,4)(O= z I Fsf CYtvss 5 �Arl �i �KZ= 13lCIfoS�C.�IL) � I12� � 41 (,lo L L� 2�/ 133x I SCO = 2 iw3 sly�}XI�ZY 2-2�J-Tr C7x Trl 2 A35-c-�D- C- rc 0,(4P)U'33)= IIq-14- dc. bE- ��,E I -A35 }IUC #aIl6-Ea Delo ALL 01ftK- slkb5/ Fosis 10 �AVt A3S e.CA, C40' SES DETAIL I'tX--,T- AT. C -4D is MISTED r3Y 04&LL 6v --H N0 IT. sEV 4)r -T hies MOIgF� cD r^ No. 43�6955 � * EP. ' t PI 400 12th Street • Suite 11 • Modesto, CA 98364 (209) 672-4430 FAX (209) 672-4436 If Cuent: r>u r eow MS Job No.: Date: 8/ Z /`► 2 Page No.: �i �KZ= 13lCIfoS�C.�IL) � I12� � 41 (,lo L L� 2�/ 133x I SCO = 2 iw3 sly�}XI�ZY 2-2�J-Tr C7x Trl 2 A35-c-�D- C- rc 0,(4P)U'33)= IIq-14- dc. bE- ��,E I -A35 }IUC #aIl6-Ea Delo ALL 01ftK- slkb5/ Fosis 10 �AVt A3S e.CA, C40' SES DETAIL I'tX--,T- AT. C -4D is MISTED r3Y 04&LL 6v --H N0 IT. sEV 4)r -T hies MOIgF� cD r^ No. 43�6955 � * EP. ' t PI 400 12th Street • Suite 11 • Modesto, CA 98364 (209) 672-4430 FAX (209) 672-4436 If COUNTY OF -BUTTE- DEP.ARIM;VT OF PUBLIC WORMS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 DATE 6-30-92 EARL & VIRGINIA BURROW 1 RE: 92-2133 1228 GREENHAVEN DRIVE OAKDALE CA 95361 A.P. # 064-670-049 With reference to the above subject: " Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs _ Typical P1an.,Sheet Owner=Builder Verification FormList`of Codes Enforced OTHER We need the following information: Permit application signed and completed where indicated with all copies returned. X Fees of $ 897.50 payable to, Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or. check exemption statement: ' Complete plans in — including plot plans. Plot plans in Structural details in _ Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). _ sets of plans in accordance with the changes marked in red: Sanitation approval from Butte County Health Department at: 1469 Humboldt Road, Chico 7 County Center. Dr., Oroville Skyway & Elliott -Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form: Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. X DR5*E-W-A_Y-PERJMIT /__._.L OTHER I have several problems with your house plans Please call me at -538-7541 between 3 & 5 P.M. so I may discuss them with you I was not able to leave a message on your machiiie sense I need to call collect. Should ,you have any questions concerning the above, please contact_ ul .,Y 211 of this office. Yours very truly, William Cheff Director of Public Works J.F. Clander JFG/a j COUNTY OF BUTTE BUILDING DEPT j u L 2 2 1993 CLAIMANT: i eaunt**,q.. XU!te, OROVILLE, CALIFORNIA GENERAL CLAIM c EARL BURROW ADDRESS: — 1228 (a��ERNHAV�� CITY & STATE: OAKDALE, CA 95361 IMPORTANT: 3/23/94 SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT DUPLICATE BILLING B.P.#94-0237 RECEIPT #153822. -DATED 1/31/94, A.P. #064-67-0-049, OWNER: EARL & VIRGINIA BURROW TOTAL AMOUNT TO BE REFUNDED.. 360.00 TOTAL $360. 00 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this ' claim is true and correct as stated.', r ^ Dated this .....:f.)�'� day of ..lH�.� 9"� �— .................... •�............. 1 .. at .......�.....�...::......... Calif. .?... =;-r...... :y-� ��t �:....-.......... Signature of Claim al I, the undersigned, hereby certify that, to the best of my knowledge, the services or erti�4Zabo e e b en performed or de- livered and th�aft there is a Budget Appropriation 0or Specific Board Approval O (Check onDated this......` t.3.RD.................. day of ..... ........ 19..94at ...Calif........................ ....................................................... partment Head or Authorized Deputy Dept' 440-002 Ezp' 280 SHERIFF DEVELOP ENT 335.00 ......................................... Code ... .. ........................PAYABLE FROM .. FUND Code...jp DO NOT WRITE BELOW THIS LINE — AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. i i s .57 q lea 5ze Ny fe,-C- S or tea' ( a �6 �'1 Pl - c (a l MI 19c� tA)l Pero-A:t IVAS f-, uFhf/y r4 nd eld Ao w & v& r we, d -1 d not re, V- A I ce C/ po r 7��7 e-acl L/ - APPROVED Butte County Environmental Health ate kjL5-.-- Sig ature ENVIRONMENTAL HEALTH JAN 3 1 1994 PARADISE, CALIFORNIA Certificate of Compliance: Residential Climate Zone 11 Project Title ^ ` Documentatlon Author BUILDING DATA Cord'' ea d 5 Number of Stories Slab is � Number of Units Single Family Detached (SFD) [ ] Addition Alone [) Single Family Attached (SFA) [) Existing Building [ ] Multi -Family (MF) [ ] Existing -Plus -Addition B UU,DING SHELL INSULATION Component . Insulation L.ocafinn/Comments Type R -Value (Attic, to ?ware, "iaaL'etc.) - Wall .............. Wall .............. Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING Glazing Orientation Shading Devices Building Permit N 4-5 Checked By/ Date Enforcement ASency Use Only Area Glass Type Interior Exterior Overhang Framing Type Nor rzh Glass Area % Glass North A /. a r- 1.3 East 7_— South W West ( ) West � - Skylight d d Total IQ -5-7.3 =--7--- i Area Glass Type Interior Exterior Overhang Framing Type Nor rzh North ( ) East ( )— East ( ) South South West ( ) "• J� W West ( ) GtJlS Skylight......: ' '0_ THERMAL MASS Type/Covering, ' Area Thickness : (slab/exposed, tile, etc.) (Sf)• (inches) Locadon/DCSCription (kitchen. bath, etc.) 41 X HVAC SYSTEMS, Minlrrium Duct Type (furnaa air Efficiency' Location Duct Output Manufacturer / Model # conditioner, heatPump) (SE, SEER,HSPF) (attic, etc.) R -Value tuh or approvedequal) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # C System Type (storage gas, etc.) Capacity (or approved equal) Specieature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -IR NOTE: Lowrise residential buildings subject to the Standards must contain these measu= mg*dlc= of the compliance approach used. Items marked with an asterisk (•) may be superseded by mom stringent compliance requirements listed on the Certificate of Compliance. Wben this checklisi is irrorporeted into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this chocklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures • §2-5352(a): Minimum ceiling insulation R-19 weighted avenge. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. • §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2.5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perrrufutch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air _ leakage. b. Doors and windows certified. c. Doors and windows weathers[ripped: all joints and penetrations caulked and sailed. 62-5352(e): Special infiltration barrier installed to comply with §2.5351 meeets CEC qualify - standards. §2.5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have a Tight fitting, 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. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback .be nostat on ill applicable heating systems. r ' §2-5316(a): Ducts constructed. installed and insulated per Chapter 10. 1976 UMC. ! §2.5316(b): Exhaust systems have damper Controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R.12 or greater) or combined interiorkaterior insulation (R-16 or greater): fust 5 feu of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2.5318(d): Swimming Pool Heating 1. System has: a. Orloff switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. t 4. Time clock. t 5. Directional water inlet. Lighting and Appliance Measures 112-5352(j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators• refrigerator- freezers. freezes and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. Chapter Z Subchapter 4. Article 1 of the California Administrative code- This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the oerdficate to any subsequent purdiaser of the building. 1 Designer Building O er t Name: Name ' TuWFimt: TitkJFum. /t Address: Address: / cI Tctkytw,trcJ ) u �s lex 0: Telephone (signature) (date) (signature) (date) Documentation Author Enforcement Agency Name: Name: Tttk/Furn Agency: ( Addrr-=: - Tclephor- - 1. Ceiling Insulation 2. Wall Insulation Lu ndatioo In Floor Number of stories . Macs ., R -value - One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 -1 -1 R38 0 0 0 LLvalue 6 4 - U -value 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 _ 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation Lu ndatioo In Floor Number of stories ' Two Three . Macs ., Single- Family Single - Family Multi - R -value - Detached Attached Family _R-0 _ -68 _ -51 34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 - U -value -14 •3 8 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 - 14 11 7 0.02 19 14 10 0.00 24 18 12 0.02 4 2 1 3. Raised Floor Insulation S. Infiltration (Air Leakage) Spetyfiaatwn Paints ' Standard 0240 Lu ndatioo In Floor Number of stories ' Two Three . Macs ., •- Stories Number of stories - R -value One Two Three R-0 -17 -8 -5 R-11 3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value -14 •3 8 - 0.60 -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 34 -22 0.20 -13 -21 -14 0.10 -17 -8 -5 0.08 -11 ' -6 -4 0.06 -6 -3 -2 0.04 -1 .0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace S. Infiltration (Air Leakage) Spetyfiaatwn Paints ' Standard 0240 -. Number of stories ' Two Three . Macs ., •- Stories 7. Shading (Shade Open) - 6. Glass Heat Loos +5 4--, Total -""" - - - ` ` i LLvalue ._.____ Percent' .5110 .41 to .31 to 0.30 or Glass Single Double .60 -.50 .40 less ` 50 -121 - -53 -39 , -24 -10 4 -40 --90 37 -26 -14 •3 8 _3S _. -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 - 4 -'12 - - 29 -58 -20 -12 3 5 12 -28 -55 - -18 -10 _ -2 5 13 27 -52 - 26 _--49 - -17 -9 -15 - -8 -2 -1, 6 7- 13 14 25 -46 -14 -7 0 7 - 14 -24 -43 --12 -5 1 8 14 - 23 y_ 40 -11 -4 _y 2 8 15 22 -37 -9 3 - 3 9 15 21 -34 -7 -2 - 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 ' 16 t _ 18 -26 3 .... 2 _ 7 12 16 17 -23 A 3 8 -12 -17- 16 -20 0 4 9 13 17 15 -`-17 - -1 6 » 10 "14 '17 14 -14 3 7 , 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 + 9 11 ! 14 17 19 9 -1 10 13 15 - 17 20 --'8 ----2 '`'12 -14 16 18 20,4 L 1 1 1 1 1 -4 R -value One Number of stories ' Two Three . Macs ., •- Stories 7. Shading (Shade Open) - _ +5 ERexlhe Fes It Cuss -11 a -5 (percent =las x SC) r- - R-5 -4 -4 Effective .7 -6 r0.1' Xll,•f•- 3 %Glass North - East South : West Skylight 18 5 1 4 1 na 16• 4 2 5 1 na 14 4 2 5 1 na. 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6-- -1 -3 4 -8 3 5 -1 2--4 12 2 -3 11 -7 -7 .-40 -26 36 -33 2 3 1 3 _4_• 3 _0 0 1 2 1_ _3 _ 2 0 0 1 0 3 1 -1 "- -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -47 - 0.70 2 R -value One Number of stories ' Two Three . Macs ., •- Stories - - Stories +5 R-0 -11 a -5 IB. Shading (Shade Closed) - R-5 -4 -4 3 .7 -6 r0.1' Xll,•f•- 3 1 -1 --0 , 0 -3 -2 -2 Effective Peremt Glass -4 R-1 "-1 -2 -2 _ Effediv9 -0.7 ---5 (percent Blau x SC) , -1 -2 4. Slab Edge Insulation 0.9 ..--- 0 - --%Gbu NoM -Ent SotAh "_West Slgipht - 1 3 Number of Stories 4 1.3 -3 0 ,-64 - 3 R -value One- Two Three -18 -14' -48 -69 , na ' R-0 0 - 0 ` p 16 14 -12 -10 -42 - -59 -55 35 -50 -46 na na R-5 8 - -- 5 - - 5 2 _ _ _ 12 -8 - -29 ._ • .37 na R-7 8 _ _ _ 3 11 -7 -7 .-40 -26 36 -33 na F2 factor 4.0 .• 3 - ytx6 8 10 -6 -23 31 -29 -74 _ 0.90 -4 3 _1 9 - 8 -5 -5 -20 -27 -25 -17 -23 -21•. -65 -56 • 0.80 -1 - - -1 - p ____7__ __7 -.4_14__._19 t -47 - 0.70 2 2 1 6 3 „-;18 4 -11 '-15 ' -14 _U 0.60 6 ' 12 2 5 -2 . -9 •11 -10 , -30 0.50 0.40 9 9 6 6 3 4 4 3 -1 0 -6 -8 -7 -4 -5 ' -4 -23 -16 14 8.0 7 10 11 2 1 1 -2 -1 -9 , ,10 12 13 14 1 1 1 1 1 -4 b b b a'' 0. 2 3 4 3 1609 9. Interior Thermal Mass Interior Slab Floor Raised Floor . Macs ., •- Stories SEER leu Stories +5 /CFA One Two Three One Two Three C_,lI zt"U• J.. - . . 8.5 _. t .7 -6 r0.1' 418 j .5: 3 -1 --0 , 0 -3 -2 -2 9.0 -4 0.5 --6-� -3 "-1 1 1 2 -0.7 ---5 - -2 -- -1 -1 -2 2 0.9 -5 -1 0 2 3 3 -1.1 --4 - -1 - 1 3 4 4 1.3 -3 0 2 3 ,-4 5 1.5 -3 - _1 2 . , 4 5 5 20 -1_ 2 4 5 6 7 25 0 3 5 7 7 8 +'3.0 1 --.:-:4 6 8 8- 9 3.5 2 5 7 9 9 10 4.0 .• 3 - ytx6 8 9 10 10 4.5 3 17-. 8 10 11 11 5.0 . 4 J7; 9 11 12 12 5.5 5 8 9 11 - 12 12 6.0 5'8 10 12 13 13 w 6.5 6- 9 - 10 ' 12 '13 13 7.0 6 9 11 13 13 14 " 7.5 6 ut 10 11 13 '14 14 8.0 7 10 11 13 14- 14 8.5 _•__7 , ,10 12 13 14 '` 15 10. Exterior Wall Thermal Mass Exterior muroWad seMS�,=K4 Mau : �•r,.t:: 0.00 0 0 _ 0 0.20 3 r 2 c 1 ~-0.40 5 _ :, , :.q _ c.3 :0.60 w> .,:::: 8 _ _ a:. 6 4 0.80 101.00 '� `13 Y 10 5 1.20 =•13 z _ _ ....12 'r 8 1.40 ;:. we 12 ..,+ :>, 13 9 1.60 .. ,_10.. ;..1Y13 11.... 1.80 ,10 12 12 11. Heating System , t SE or HSPF (assumes duds In attk) Sum of 1-S -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 . mo +5 ' +15 re 0.72 6.60 0 0 0 1-0 0 0 0.75 6.88 -3 •.. 3 ; 3 ., s, 2 > : 2 1 0.80 7.33 8 7 6, 5 4 3 0.85 7.79 '13 `11 -10""8 r_: 7 5 0.90 8.25 17 -15 ••-13 :01 9 7 0.95 8.71 _ 20 '.18 `= 15._'13 11 8 Etrecdv, SE or HSPF (SE or HSPF x duct effidency) Effective -25 a -24 b -14 b .410 +6 to 16 or SE HSPF less .-1S • 3 +5 +15 more 0.30 275 -73 y 64 -56• -47 38 30 na 3.41 �-45 . 39 -34 . -29 24 -18 0.40 3.67 -34 30 -26 -22 '-18 -14 0.50 4.58 -10 -9 - -8 -7 = -6 '=4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 -28 -24 -20 -17-- 13 .1.00 9.17-37- 32 28 - 24. 19 -15 + Zonal Control Adjustment 4 Y System Type - - . ---- _ Resistance -10 9 -7- 6-4 3 Other 6 5 4 3_v 2 -N 2 12. Cooling S4ystotn I.1 SEER (assumes ducts In attic) i St n of 7-10 ERe�tive SEER (SEER xdud elVidency) Sczn of 7-10 Effective-25 -25 ar -241D P-14 10 -4b +6 to 16 or SEER leu -15 1 •6 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 . 8.5 -9 .7 -6 -5 -4 -3 8.9 -5 .4 -4 -3 -2 -2 9.0 -4 :3 -3 -2 -2 -•1 9.5 0 p 0 0 0 0 10.0 4 3 3 2 2 1 i 10.5 7 6 5 4 3 2 "+ 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 130 20 17 14 12 9 6 - ERe�tive SEER (SEER xdud elVidency) Sczn of 7-10 Effective-25 or -U to -140 -4 b +6 b 16 of SEER less -15 -6 +5 +15 more "I 5.0 30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -6 4 6.6 -5 -4 -4 - 3 -2 --2- 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 1 -9.0 16 14 12 9 7 5 7 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 -13.0 33 29 24 20 15 10 -12 Zonal'ControlAdjustment -7 10 8 7 6 4 3 No Cooling System Installed :-Stories • One -5 -4 -4 3 -2 -2 Two+ 3 3 .. 2 2 2-- -1-- 1. Interior Mass/CFA - _ 3 + or - Single -Family Detached and Attached Unit Sits (sQ :nom Water 1199 1200 1700 2200 2700 Heater Credit Or 1 b to to -or Type Type less 11699 2199 2699 more SG None 0 - [ 0 0.. 0 0 or Solar 12 " 8 6 5 4 HP _HWR 8 5 4 3 3 Glass Heat Loss�- WSB 5 3 3 2 2 Type [double] U -value [0.65] POU 8 5 4 3 3 SE None 37 -24 -18 -15 -12 Solar -1 -1 -1 0 0 HWR -18 -12 -9 -7 -6 ' WSB.. -25 -16 -12 -10- -8 PQ1J _40 _712 -9 .-7 -6 IG None '15 -3 -2 -2 -2 ' Solar 7_ 5- -4 3 2 POU .3 2 1_ 1 1 IE None -28 -19 -14 -11 -9 Solar 8 5 4 3 3 POU 40 ' -6 -5 -4 -3 55% Multi-Famliy(Individual units) 6946 701E 75% Unit Size (6 00% 05% 1110% 105% 110%115%•120% 125• i Water 699 700 1200 1700 2200 Heater Ore&a b b b a'' Type Type ._ ba 1199 1609 2100 more .. SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 25 WSB 9 4 3 2 2 4 POU 9 5 3 2" 2 SE Nona . 45 -23 -15 -11 -9 = 1 Solar 2 1 1 0 0 22 24 17 A 3.1 3.3 3.S WSB -25 -13 8 4.5 '-5 5 5.2 5.4 56 IG None -8 . -4 -3 -2 172 1.6 Solar. {; 6 3 2 1r. 1 28 POU , 0 0 0 0 E None ; -30 -15 -10 - -8 •6 5.6 Solar 18 9 6 4 4 1.3 POU -8 • -4 -3 -2 -2 -Point System Summary: Climate Zone 11 SCORE CARD .. _ -Measures -- . --. _.. _ __....Point Scores 1. Interior Mass/CFA - _ 3 + or - _ R -value [38] U -value [0.030] -" - _ :nom 2. Wall Insulation or R -value [I1] U -value [0.098] 3. Raised Floor Insulation or _ - - It -value [ 19] --- -- U -value [0.037] 4. Slab Edge Insulation L ;� • = or .n R -value [0] F2 factor [0.77] � me z Esc S. - ... Standard _ .. _ - _ , __ _ _ _ _.. _ 0 -6.- Glass Heat Loss�- _ - ' _ Type [double] U -value [0.65] •� Sum 13 - - �•• , t1.�•ulic•t.�� 1.ted rl•bl c.� t TYPe I MASS (t)InK • 4.2, lex es sod �� Slab) �- ... 0% 5% 10% 15% 20%25% 30% 35% 40% 45% 50% 55% 60% 6946 701E 75% 80% 8S% 00% 05% 1110% 105% 110%115%•120% 125• i 0% 0 0.2 0.4 0.6 0.8 1.1 1.3 . 13 1.7 1.9 21 23 2S 2.7 _ 29 , 32 _3.4 -36 _3.8_4 - 4.2 4.4 _4.6 --4.6 5 53 10% 0.2 0.4 0.6 0.8 1 1.2 to 1.6 IJ 21 23 25 21 2.9 3.1 3.3 3.S 3.7 4 4.2 4A 4.6 4.8 .5 Z75.2 54 20% --0.3 0.6 0.8 = 1 1.2 1.4 1.6 1.8 2 22 24 17 29 3.1 3.3 3.S 3.1 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 OA 1.1 1.4 1.6 1.8 2 22 24 26 28 3 32 3.5 3.7 39 4.1 42 4.5 4.7 4.9 5.1 5.3 5.6 58 40% 0.7 03 1.1 1.3 1.5 1.7 •1.9 22 24 26 2.8 3 3.2 3.4 3.6 3.8 4 - 4.3 -4.5 -4.7--4.9 5.1 5.3 53 : 5.7 59 ,- 50% . -0.9 1.1 1.3 15 1.7 1A 21 . 23 _23 27 3 32 3.4_ 3.6 &1 4 4.2-41.44A � 4.8_ 5.1 5.3 S.S _S.7 _3.9 61 s5% 0.9 1.1 1.4 1.8 1.8 2 22 24 2.6 28 3 u 3.s 3.7 3.9 4.1 4.3 45 4.7 4.9 5.1 5.3 5.6 S.8 6 6.2 60% 1 12 1.4 1.7 1.9 21 2.3 25 2.7 29 3.1 3.3 3.S 3.8 4 4.2 4A 4.6 4.8 5 5.2 5.4 5.6 SA 6.1 63 65% 1.1 1.3 1.5 1.7 1.0 22 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 '5.9 6.1 64 70% -1.2 1.4 1.6 1.8 2 22 25 27 2.9 3.1 3.3 3.S 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 15 1.7 1.0 21 23 23 27 3 3.2 3.4 •3.6 3.8 4 4.2 4.4 4.6_4.8 5.1 5.3 5.5 _- 5.7 5.9 6.1 6.3 65 80% 1.4 1.6 1.8 2 22 -2.4 26 2.8 3 3.3 33 •3.7 3.0 `1.1 4.3 4.5 4.7.4.0 5.1 S.4 S.6 5.8 6 62 64 66 85% 1.4 1.7 1.9 2.1 23 25 2.7 29 3.1 3.3 3.5 3.t 4 4.2 4.4 4.6 4.8 .- S 5.2 54 5.6 5.9 6.1 6.3 65 67 90%' 1.5 1.7 2 2.2 24 26 28 3 - 3.2 3.4 3.6 18 4.1 4.3 4.5 4.7 4.9 _. 5.1 53 5.5 5.7 5.9 6.2 11A 66 68 95% 1.6 1.8 2 22 25 27 29 3.1 33 3.5 3.7 3.9 ,4.1 4.3 4.6 4.8 5 5.2 5.4 , 5.6 5.8 6 62 6.4 6.7 69 100% 1.7 to 21 2.9 2S 28 3 1.2 3A 3.6 3.8 4 4.2 4.4 4.6 4.9 S.1 6.3 53 5.7 5.9 6.1 6.3 , 63 6.1 7 105% 1.8 2 'Z2 2.4 26 'Z$ 3 3.3 3.5 3.7 39 4.1' »1.3 43 4.7 4.9 &1 5.4 5.6 54 6 6.2 6.4- 6.6. so 7 _ 110% 1.9 21 2.3 25 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.5 4.8 S 5.2 5.4 5.7 5.9 6.1 6.3 6.S 6.7 6.9 7.1 115% 2- 22 24 2.6 2.8 3 3.2 3.4 3.5 3.8 4.1 4.3 4.5 4.7 4.9 -5.1 5.3 5.5 5.7 5.9 62 6.4 •6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3A 3.5 3.7 39 4.1 4.4 4.6 4.8 S 5.2 SA 5.6 69 6 6.2 6.15 6.7 6.9 7.1 73 126% 21 23 23 2.8 3 32 3.4 3.6 3.8 4 42 4A 4.6 4.0- 5.1 5.3 53 5.7 S.9 6.1 6.3 6.5 6.7 7 7.2 7.4 1 -Point System Summary: Climate Zone 11 SCORE CARD .. _ -Measures -- . --. _.. _ __....Point Scores 1. Ceiling Insulation _ - _ 3 + or - _ R -value [38] U -value [0.030] -" - _ :nom 2. Wall Insulation or R -value [I1] U -value [0.098] 3. Raised Floor Insulation or _ - - It -value [ 19] --- -- U -value [0.037] 4. Slab Edge Insulation L ;� • = or .n R -value [0] F2 factor [0.77] S. Infiltration Standard _ .. _ - _ , __ _ _ _ _.. _ 0 -6.- Glass Heat Loss�- -`"` Type [double] U -value [0.65] % Total Glace [ 16] Sum 13 7. Shading (Shade Open) a.. - North b. East c. South d. West e. Skylight B. Shading (Shade Closed) a. -, North b. East - " - • c. South d. - West e. Skylight 9_ Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating % Glass SC Eff. % Glass /,_3 x A00 -� ,S -••A x = ,& 1-.21_ x O X - % G SC Eff. % Glass y X Le NO X la x - _, O X = ,1•� . . TYPE 1 HASS AREA COND. FLOOR AREA Interior W. Ts /CFA TYPE 2 MASS AREA Exterior Wall Mus COND. L R A A Sun 7.10 a A X SE or HSPF Duct Efficiency [0.78] Effective SE or T f 10.72/6.61 , HSPF [0.56/5.15) " " ;• SEER [9S] Duct Efficiency 10.741 Effective SEER [7.03] Type [SG] Credit [none] • PnInl TnfnL• i W. FILA For. 2005 For accurate register of carbon copies, fern Farre aprt. it '21. SPECIAL FLOORS AND WAINSCOT: VA Farm 26-1152 may be separated Neng above foist. Su Is Budget Bureau Ne.,63-R033.IL Rev. 3/p eorepleted sheets together In original or11er. Tb''" I THRESHOLD WALL BASE UNoeRrt.00R fy DESCRIPTION: OF MATERIALS ��. (.araTl.w MATERIAL. G.L.R. B.R.E%, s1Era, CAat, ETC. MAnR1AL MArauL MArrRISL Proposed Construction No. (To be Inserted by FifA or VA) i Kitchen ❑ Under Construction ..'" Bath Property address 4159 11025-M D/I� Clfy-ft/fjr(lA State . , I .. HcloHr HEIGHT 11SHO-ERS G, Baaecl, Gr. $ILtlHEIGHT IACATIaN GAGE. 01 -ER Tus (Fxos. FLOOR) Mortgagor or Sponsor T ame) C Address) y Bath x- Contractor or Builder S'" j UUoy (r+yNDiI.� ' �d►r+ISA.� J�At6 (Name) (Address) .'"; INSTRUCTIONS y , _ ; number- ; ❑ Attached; material :number cc Iathroern acorssorles: ❑ Recessed; matenal 1. For additional information on hew this form Is N N be submitted, number required, than the minimum acceptable will be assumed.. Werk eReding • /(dlllanal information:-. ♦ / of copies, etc., sea the Instructions opplice►le to the FHA Appliu'lon for minimum requioments cannot be considered unless specifically. described., Mortgage Insurance or VA Request for lotermineftri of RoowntNo Vdw, as ' 4. Include no ellemates, "or equal" phrases, or conhodiclagrsitems. (Gra• 22•• iLUMBING: - ) the cow may be. ,-... •s{dorot{on of • request far acceptance d substitute materials N{qu{pment is . _ the drawings, ► martin on X In each appropriate us d, whether and entering hoe S. Include sI nahrres required al Me end of thl i'�' FI%tVRE NUMaLx I.eCAT1aN MARL MrR'! FI%Tt•RE IDENTIFICATION NO. SIiL :•slag 2. Describe all meorlob and equipment N M used, whetter er not the" an not thereby precluded.) - .2 • . Y •/ 1 , s form, .information called fee In each span. If space is indgwN, ante "See mix. •. The cents etien shell be completed In compliance with the related drawings Sink ed describe under item 27 or on on attached shah. end specifications, as emended during processing. The spoclficNlom include Mb I s 3. Wok not specifically described or shown will not be eonstdore onlns , *amflption of Materials and the opplicable Minimum ConslrucKon:Ri�ulrements. r! Lava Lava4ry o • � . + bathtub Water lases 1. EXCAVATION: Boring sail, type r 3how•cr aver tubo r 2. FOUNDATIONS: were _ 3. t i 2t 0y Reinfircin l Stall trays Footings: concrete mix !2d G ; strength psi -f [ L'/fJblgrer ,'! ` Reinfirci Foundation wall: material sF <— Interior foundation wall: material raissir- lordC Party foundation wall " Columns: material and sign Fiera: material and reinfamin O I Ir Girders. material and sizes ysrI!, �! Mr. Sills. material —l'i p' - -- 4. FIREPLACES: AQ Curtain rad A❑ Door E] Shower can: material Ash dump and clean-out %Vater supply: public; ❑ community system; ❑ individual (private) system.* Type: ❑ solid fuel: WLas-burning; C] circulator (make arab rigs) p y y (private) s tem.* � Fireplace: goons ;lining ; harsh ;mantel Sewage disposal: ❑Public; ❑ community system; (P ) yl Fireplace: c e: information: *Shoo and describe individual s�•ttem in Complete detail in separate Lsrnings and tperocetiols according to reyu(vemeats. AS� IAdditi [louse drain (inside): ❑ cast iron: ❑ tile; fR other . Q S ii House sewer (outside): ❑ cast iron; ❑ tile; lx other S. EXTERIOR WALLS: Sill cocks. number AD hh Water piping: galvanized steel; �prco��er tubing; ❑other Wood frame: wool grade, ands ies d%� s%II� ❑Cerner bracing. Building paper dr felt P pi [: ❑ L y� Domestic water heater: type GAS ;make and model ;heating capacity j Sheathing s it•c� LL thickness 2/2 ; width Dr solid; ❑ spaced " o. c„ ❑ dmgenal: gallons. I ;size—;exposure fastening jPh. 100' rise. Stange tank: material ;capacity [ p Siding A1A3*N 11" K ; grade ; type size ; exposure "; fastening Gas service: ❑ utility company; ❑ list. pet. gas; )p Other— weight Ca Piping: ❑ cooking; ❑'house heating. l �x Shingles : [rade ; tYtx well. Sum um make and model Stucco 3' ��r ; thickness [oath weight Ib. Pealing Chains connected b: ❑storm sewer; ❑ sanitary sewer; ❑dry P ► F "Base flashing _ ; capacity ; discharges into Q 1 I ' Masonry veneer Sills Lintels [ Masonry: ❑ solid ❑ faced ❑ stuccoed; total wall thickness "; facing thickness ": facing material 23. HEATING: �� S Backup material : thickness "; banding � Hot water. ❑Steam. Vapor. ❑ One -pipe system. Two -pipe system. , (D Dor sills Window sills Lintels Base flashing ❑ Radiators. • ❑ Convectors. ❑ Baseboard radiation. Make and model O \� Interior surfaces: dampraofing, coals of ; furring ' Radiant panel: ❑ floor; ❑ wall; Q ceiling. Panel coil: material [3+ CirculatorReturnRetupump. Make and model ; capacity poll. Additional information: i \ number of coats. Boiler: make and model output 1luh.; net rating Stuff. Exterior painting: material 1r�dlilt .♦D TAt/Ss Additional.infirmatian: � Cable wall construction: Q same as main walls; (gather construction -- t s. r Warm air: ❑ Gravity. C"Forced. Type d system 0 i. FLOOR FRAMING. - ` y _ a/0 material: eco I Insulation thickness ❑ Outside air intake. Q oasts: wool rade. and species A' 2. 12 ■ • ; other - ; bridging h� ��iA'� ;anchors Duct pp Y :return - ; J [ Pc Input Bmh•; output Btuh. Concrete slab: ❑ basement floor; ❑ first floor; ❑ ground supported; ❑ self-supporting: mix : thickness Furnace: make and model reinforcing // ; insulation ; membrane Additional infonumkr units rmation: Fill under slab: material ta4auEL• ; thicknesses~ " . Additional information: ❑ Space heater; ❑ floor furnace; ❑ wall heater. Input Btuh.; output Stub.; C� Make, model Additional information: 7. SUBFLOORING: (Describe underflooring for special floors under item 21.) Material: grade and species- Z )f H Comnls: make and types �/\\ 0Sf1 PLY ; size _Ll_—: type Additional information: storage capacity �V Laid: first floor; [3 second floor; [3 attic sq. It.; [3 diagonal; ❑ right angles. Additional information: Fuel: ❑ Coal; ❑ oil; ❑ gas; ❑lisp. pet. gas; ❑electric; ❑other EL, Additional information: t. FINISH FLOORING: (Wood only. Describe other finish flooring under item 21.) Firing equipment furnished separately: ❑ Gas burner, conversion type. ❑ Stoker: hopper feed [3; bin feed C1 / Oil burner: ❑ pressure atomizing;' ❑ vaporizing I,OCA now RooAn GRAN SreCIU Tmcxnw Wlarrl BLee. PA It FINISH Make and model _ Control First floor Additional information: Input watts; Q sults; output Btuh. Electric heating system: type Second floor Additional information: M:ic Floor eq. ft• Ventilating equipment: attic fan, make and model ;opacity cgs^• Additional information: kitchen exhaust fsn, make and model �. PARTITION FRAMING: F 17UP size and spacing 27y lL'' ISL Other 24, ELECTRIC WIRING: Ono Studs: woad, grade, and species avenc�ad: ❑ underground. panel: fuse x; '�"eircuHbrcakec, make Service: �, ❑ M AMT'+ Na.eircuitslQ- Additional information: Wiring: C3 conduit; Qsarmared cable; ❑nonmetallic cable; ❑knob and tube; ❑other 10. CEILING FRAMING: Other Bridging " ' o Special outlets: 14 range; [3 water heater; W other J�,f�N t -- Joists: wood, grade, and species •tL D f 7-0 STAN PC +JAL Doorbell. $2 Chimes.' Push-button locations Fna.rT fisall Additional information: Additional information: ffMp GEru./G5 11. ROOF FRAMING: trusses a detail): grade and species ZS. LIGHTING FIXTURES: Rafters: wood, grade, and species—R«f ----- Total number of fixtures Total allowance for fixtures, typical installation, f Additional information: - - - -�- - 12. ROOFING: �Z s IV Surd; ❑ spa -d—" o.c• tie Sheathing: wood, grade. and species C3�GDX P� /41�rdLlL / L' to +rIL size ; type Roofing �!/trdt/'rA]ra —; grade '1�; size ; fastening.li?lj..._— weight or thickness Underlay ; number or plies ; surfacing material Built-up roofing gage or weight ; [3 gravel stop; ❑ snow guards Flashing: material Additional information: 13. GUTTERS AND DOWNSPOUTS:re PBC K weight :size �� ; shape Gotten:. material ;size — :shape ; number gage or weight — - Downspouts: material well. ❑Splash blocks: material and size Downspouts connected to: ❑ Storm sewer; ❑ sanitary sewer; ❑ ry Additional information: 14. LATH AND PLASTER ;weight or thkknas 1Slaster deals —: finish Lath ❑ walls, ❑ ceil;ngs: material 1 ♦S • rr7e.. rv/(ti — D wall alts, ceilings: material AY691- ;thickness [3 finish Dry -wall �' iR' G r Joint treatment 15. DECORATING: (Paint, wallpaper, efc.) ROOM$ WAIL Flml/I MATLR.AI. AND Arruc:AnaN (,`gelate rINn1. MATERIAL AND ArruGTTM Kitchen Bath Other Additional information: 16. INTERIOR DOORS AND TRIM: ( material ; thickness Doon: type size material Base: type�—•---i material i Door trim: type ; trim Finish: doors Other trim (item, (jpe and location) Additional information: 17: WINDOWS:; material ; sash thickness Windows: type ; make ; head Bashing Class: grads ; ❑sash weights; ❑balances, type------------ paint ype; number oats material mTaint Trim: type Storm sash, numkr — ; material Wratherstripp{ng: type ; number ;screen cloth material Screens: ❑ full; ❑ half; type ;screens, number— Special ;Storm sash, number .Basement windows: type material - Special windows Additional information: iii. ENTRANCES AND, EYi'ER!'Qft DETA1L: 30 V' r thickness 1� " ;width 'thickness 1� �� ". Framez' material �i-•-•--' thickness /sx- µ• Main entrance dear: material �, thicknesses"• Frame: material �1�—�: -width 2 9 1 Other entrance dean: material ;saddles ltead flashingWeatherstripping: type "; number — Screen Storm Baan: thickness -- Screen titan: thickness and ^umber "; number screen screen cloth material en doth material Combination storm and screen doors: thickness _- Attic louver 2 Shuttrrs: ❑ hinged: ❑ fixed. Railings_ paint number coats Nontypical installation LAdditional information: .26. INSULATION: 11AnoN 'i7Hcxwcv IdArERtAI., 7'.s. Awa MEn.Oo Or INSTALLATIONVArOR BAa RIER Roof Ceiling n ti Wall • I R Lf AS Floor HARDWARE: (make, materia SPECIAL EQUIPMENT: (Ste trate by local law, custom a occupant and removed whe, 27. MISCELLANEOUS: (Describ, additional information whorl used on this form.) PORCHES: x ,f TERRACES: • - - S/Es fry_ TERRACES: GARAGES: 1 Exterior millwork: grade and 51w6c3071ur" Additional information: \ 11. CABINETS AND INTERIOR DEThIL:F"WALKS :shelf width; lineal fret d shrives AND DRIVEWAYS:Kitchen cabinets, wall units: material edging _;thickness "; sorracing materialiIhtcknacounter up ivewa width base matenal " thickness + Base units: material ; number coats y' --T- Service walk: width ;material Finish of cabinets material thickna+�._ Back and end splash Fnnt walk: width ��_". is,, 7 , Check walls model Step: material -i "• • rT 6 ;treads Mrdwinc cabinets: maks Other cabinets and built-in furniture OTHER ONSITE IMPROVEMENTS: Additional information: (specify1!! exterior Intt(l Ind IIIKlllfntt not described l(JROhrII, including items such II YNUSYuI grading, d/elnegl t,1YrtYrrJ, retaining nY/!f, flnrf, InlhngJ, and orcetrdry structures.) • � f 2or 00 h0% CSr ; V E�-•t V 0 Z ce M x N Oat ez- a APPROVED 50 Butte County Environmental Health - � ------------ Date ---- Signature 12r < •--�� CD T Q 1� J r� J J V at Q � NOT _SUITABLE ,� �•, `"�, T LANDSCAPING, PLANTING, AND FINISH GRADING: t behind main building. c R [ D / L ['M —� ❑ y side yards; rear yard to fee / Ol'l SLI TI1. JY57L f 1 Topsoil "thick: trent yard: ❑ Y ❑ fide arils : [3 rear yard Lawns (udd, srddrd, of sprigged): Q Gent yard : ❑ Y / \ shown on drawings; ❑ as follows:\ \ \ BQB. Planting: ❑ as specified ands to—'. w Evergreen treeB caliper. I° Shade trees. deciduous.' o,�_'. '10 Evergreen shrubs. Low flowering trees, deciduous, Vines, 2 -year lligh•growing shrubs, deciduous, to— Medium-growing Medium -growing shrubs, deciduous, • to _ Iww•gnwing shrubs. deciduous, \ N ` iE In ' J r \ C= E ,�\ \ c) w (� \ \ x O / �� (- co Lal \\ _ 6UTT cR_ E i�` _ U- 0co C j\ \ X, 5 000 36' A N CM ED DATE ASyALE S�wN JOB NO. ams- 010100 — C SHEET 1/5 OF SHEETS IfA7l10FlAL ?"TIMMAS7 NO. 186A - 2404 e.Rn