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HomeMy WebLinkAbout064-710-019' 1 � Lt i. r,ts .:y' , ft � . neN'�+,`r+ w M7•.v,, .• r+r—'H-,+' m.�........=,y .�.,r..,�..a,,.o � — --.-err•:...... �. _ , � c y """ ''� ENVIRONMENTAL" # » 0G4-710-0 ] 9 03-3300 " xRos xEL, xRAfG HEALTH CL EARARANCE`< F �Lt • t ' " tk t &217 FREMONTDR,MAGALI DATE /b-3 —03 �.. F . CONT: OWNER �� , NSF(TO BE MASTERED ° pp =i 4, N, .y - �i h ��y ,.; t , _ i ^Irw c""�•,.. t,b� 3 s..rt i 1+ t i �Fr.r •E+'.i -- .c._- . _ �:rC t � Y e �iPy' •.�e c },.t;.' •t 1 NOTES RESIDENTIAL ` PERMIT NO. 64-710-019 _ _ -_ _ _. _ _ 03-3300' t i KROSCHEL, KRAIG %Jwg,f �a I FREMONT DR, MAGALIA 1p� `ONT•. OWNER NSF(TO BE MASTERED) � X SPECIAL CONDITIONS CHECKED ' BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY ` USE PERMIT CONDITIONS a� SUB -STANDARD HOUSING LETTER OFFICE COPY 4 'Address j GAS , Meter By Date t ELECTRIC Meter By m_, Date Y f ZS G-�i JOB FINALED (Da v r � Signature r J=OK 0 = Not OK NotApplicotReady able MOBILE HOMES Date MOBILE.HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD 8. -Approval Gas and Electricity. Tagged 9. Tie Downs -Type -Installation Cert.. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits : 10. License Decals 11. Verify #'s -with Office: 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 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, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elect; 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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK OK = Not Re RESIDENTIAL (Single & Duplex) = Not Applicable = Not Ready Date UND LOOR (Plans) OK except #'s ing-Setbacks-Easements-Food-Slope loe'Pt5,Main; Soils-Elec. Gr .-/- ° tg. Depth V_Xg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth walls, Main; Steel-Blockouts-Wrapped walls, Garage; Steel- Blockouts-Wra ed 6 . Hold Downs and Special Anchors 7. Sly, Steel -Wrapped 8? rs-Fire lace Ft .-Steel .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. OF as Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Kater Pipe; Test -Anchors -Regulator -Service Test 1Y Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 1 . C3irders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date t, H Card B-1 Date Card B-1 Date `bard B-1 Date Card B-1 Date PLUMBING ermit OK except #'s 1K. ,Water Htr.; Vent -Access -Combustion Air Baffle 1 9,Water Pipe; Test & Anchor -Nail Protection 1 . D.W.V.; Test Fittings & Anchor -Nail Protection 20'.' Shower Pan; Test, First Floor -Tub Access 2)/. ,Test Tub & Shower, Second Floor -Tub Access 2 Cgas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL TRICAL (Permit) OK except #'s 24 fixture & Transformer Clearance -Ins. Protection 2V Elec. Receptacles Spacing -Lights & Switches at Doors 2V Size Boxes & No. of Conductors Stapled 2 . R mex Installed Close to Edge of Studs & C.J. 28 quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2),-'-2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Ste/ (0. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31 /Range Circle /g or AI -Oven Circ. / /ga Cu or Al 31( Insulated Neutral gs O No 32. Service -Riser Conductors & Ground Main Disconnect 3 . Equip. Clearances Panels-Motors-Mech. Equip. 4.Aothes Closet Light -Shower Light -Spa Light S. Smoke Detector L47_ z X Date �r��/ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECj4ANICAL (Permit) OK except #'s Ducts Insulation & 37 '✓ nt Fan, Exhaust above insulation 38 ondensate Drain & Overflow, Size & Grade 39. urnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4Q. Attic Access & Pla1(orm if Furnace in Attic Date Card B-1 Date Card B-1 Dates Card B-1 Date Card B-1 Date FR ING (Permit) OK except #'s Sills Proper Materials & Anchors V,Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 _Bearing Walls over Girders & Floor Nailing 4 . Draft Stop in Walls (rat proof) 4V Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date 4.8. Cling.,J6ist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shtina.-Rtna. 0. Fire ace Ties or Type A Flue -Fireplace Throat Clearance W. c Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 . drm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing -RC Channel 5 Property Line Firewall & Openings 5 Ext. Doors -One 3' -Check Garaae 3rd Storv. 2 Exits -65-Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer -68,. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Insulation -Wal Is-Cei Date Itjor,,(;;os. Card B-1«-' / Date Card B-1 Date Card B-1 /j/ Date Card B-1 Date FINAL Rang) OK exceut #'s• e4 tW. Steps -Door & Sidelight Protection -Landings oke Detector 6 ce Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 6Z. Bedroom Exiting 6 & Bath Fixtures & Tub Access -Spa Trim & Subpanel, Breaker Sizes & Labels eGe-S airs & Rails _ ' e or Stove, Clearance -Hearth (11;ec. Outlets at Wood Panel, Int. & Ext. ixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. lec. utlets & Receptacles at Kit. Counter araq?_Fire Door; Swing -Landing -Closure 7 Duct in Garage -Damper 7Z. A t Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7 lec. & Mech. Equip. Listed for Location 78-ZiErc-Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld.A)dve O Yes O NoMalks O Yes O NoManters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Correctio from Previous Inspections 92. Gas Te -Meters Tagged, Gas -Electric (a f 93. Water & Sewer Connected -C/O to Grade -HD A pro al 94. E rgy Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: -COUNTY OF, BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main'tStreet • Chico,,CA)• (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE, 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 completedc If•you'iAve any questions pertaining to this matter, or nee-6.additional,explanation, please contact this office immediately:: D ►Z To C 0 der.✓ S e c o 9d V A c. u Date b` ��� Inspector REV 10/92 y ''COUNTY OF BUTTE BUILDING DIVISION E: DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA,! (530) 538-7541 TOLL FREE (530) 891-2751 CORRECTION NOTICE �aSG/� O3 3 dao :t OWNER PERMIT NO. y A routine inspection indicates that the following violations of butte county Ordinances exist at the "9 2 above address and should be corrected. Please notice this office when correction of work is a completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 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 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. Cr-, )71 &A �t 1� e s717 Ot5 A64) 416v6w - 41 r� �- HtV 1V/92 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE loZ-4y oN -T- fAAQtQLi o SubdhdgM G1 maw DESCRIPTM OF INSTAUATION 1. ROOF madded BrWA Name ThMkrom ( ) Th m W Reslsta m (R -Value) 2. CEIUNG Batt or Banlrst Type: 3wWbwAmft Thl knm (ht I ' 13 Loaae Fin Type Fess 1 Breed Name Johns Manville lb mral Re MMM (R -Vidus) �3g Braid Name Johns Manville CoMracfiorla mM. ins�ed w0ghm sq..65 b. mmmwm Thickness IS .�5 Mwwladureft instated wet per wpm toot to aohWA ThmW Residence (R Vsks) 23sl & EXTERIOR WALL 1fflda wss #ndm 6.5 / S. S 4. RAISED FLOOR Msi Emoolow Rif_ Tlridmm (M I ' 5. SLAB FLOOR / PERIMETER • Mews) Tlricimm Perimeter InNfiabn NO 8 FOUNDATION WALL • Illi •.� , � Milos moneft", mw Brand Name Johns Mg Mft Thermal Resistance (R Valva) a\q ti 13 Brand Name ,fes Mamd1le rolrrd Redden (R -Value) kiq Brand Name Them d Residence (R•Vahre) Brand Pleura Thermud ResWenm (R Value) r t-:lr'I= 1\• �.11l[: rl/ -T- WOE,, • \ ll.� • •1 11'. Z- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT D3-33" ASSESSO 4PARC NUMBER 0-110-019 ZONING RT1 BUILDING PERMIT 11"E IG KROSCHEL 873-3567 HONE TELEPHONE So. Fr, OCC. BUILDING VALUATION . OWNERf4Mt I NO ADDRESS 14%6 CARNEGIE ROAD MAGALIA CA 95954 1735 R 93 690.00 48 C 624.00 CON RA O__R'S NAME ONER TELEPHONE 396 0 2772.00 528 U 9504.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $106 590.00 ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ 664.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 431.00 BUILDING ADDRESS FREMONT DRIVE MAGALIA Energy Plan Checking Fee $ 46.00 $ PERMIT FEE $ 1161.60 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF* Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 56.00 Solar or heat pump water heater 23.00 Water piping 15.00 15,00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW. STNGT.F. FAMIT.Y MAy.TEB_ (11-19 (rTn BE MAryumFn,) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VOR LE Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class B Lic. No. 59 3 -79 3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO +I00A 46.00 NEW CONST. DWELLING OCCUR S° OR ADDNS. ( a ACC. sins. 3.5QsT; N..E°T' SINEW DMULTI-OUTLET @7,50 APPARATUS a SINGLE OUTLET CIR. 200 .00 EX. Occup. OUTLET OR FIXTURES BAL @ I.50 Ex. Occup. ouTLEEDTSA R��sID.°EA 5.00 Temporary Service 23.00 00 .23 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 1 9 -nn Cooling Hood 6.50 Ventilation 4-50 PERMIT FES Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those ovisions. - /I X Date LO� ® nature of pl cant - Owner ❑ ontractor ❑Agent An OSHA per it is required for excavations over 5'0" deep andplemolition orco truction of structures over 3 stories in height Receipt No. S ' WHITE-D.D.S.-B.D.CANARY-ASSESSOR PINK -INSPECT GOLDENROD -APPLICANT Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE OTAL FEE $ 1564.80 HAZ. °. F IMP FLO D COF PAR PD HD E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ate Q PERMIT EXPIRES ON .l pk_1- Defe .4�COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DMS ON, 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538��� ERM v.12/96) APPLICATION AND PERMIT - V ZOMNG BUILDING PERMIT >SESSORPARCELNUMBER •/�� / TELEPHONE oil,;, . FT. OCC. BUILDING VALUATION �/�h Y <<— — if — 7 . �I/li�I/I r��sl CONTRACTOR'S MAUNG ADDRESS CONSTRUCTION LENDER LENDERS MAtiUNG ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS MRA> -S& PI -06S -4 �-- PARCEL MAP LOT NO.6 SUBDNISIDNS NAME 1 9 Lam.) do USEOFSTRUC TURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New Addition ❑ Remodel ❑ UtiG6es ❑ Installation ❑ Other ❑ o Describe Work: h_ .PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED $—(0q4--3(:)— DATE • 3(:) DATE RECEIVED RECEIPT # , 3� L L3 -- Fireplace Total Valuation $ Filing Fee $ Permit Fee $ Plan Checking Fee $ Energy Plan Checking Fee $ PERMIT FEE $ PLUMBING PERMIT 20.00 q� 20.00 Each Trap 7.00 & Solar or heat pump water heater 23.00 23.00 Water piping 15.00 s;CO Each gas water heater or vent 15.00 s - Gas piping stem 1 - 5 outlets 15.00 ��; CA-) Building sewer 15.00 $ � Mobile Home I SIG W @20.00 Filing Fee PERMIT FEE S ELECTRICAL PERMIT Main Service 0z0: ow tEMss Main Service — TO I— ) OUTLET OR FDrrURES Tg Fee 20.00 23.00 23.� 46.00 3.5QF°. @7.50 79.a Ex. Occup.Dv�TTErsAslD'.DeA 5.00 Temporary Service 23.00 '54P Moble Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ , MECHANICAL PERMIT Filing Fee 20.00 Heating 1S,00 Cooling Hood A alias Ventilation e -1v,71 — 1,5,xz Mobile Home Installation Fee $ Energy Inspection Fee $ CP -7 TO JAL FEE $ ok 17 HAZ I D. FEES M FLOOD I CDF CEL T This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have beenpaid 4- Ii (�j� By Date a PERMIT EXPIRES ON COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: . Kros ASSESSOR PARCEL NUMBER 0(0 Proposed Building Use: ruj_', .i S �� io L Counter Technician: 'l/L Date: V Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in rder to apply. Com]' 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2"2'. Complete plans(,3))r 4 sets, signed by the preparer of the plans. ❑ .3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 1. Engineered truss details and layouts in duplicate. No faxes! r W5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or Ind plans,_all. in -duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and rerurned to the plan review line-up when required items are received. _ ,i_ -- Date Received By r f8"FI� d Elevation Certificate., �,et-stampedra�d sign ed, �n duplicate ................................ El9.17SRplan and business lic`Nse approvayl from the City of Biggs .................................... •❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... C 12. Hazardous Material Form............................................................................... C13. Fire Sprinklers:........................................................................................... 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by C 15. Other t18ining ite`ms'needed to issue the permit. (May require additional plan review upon receia �I i j{emS.) Fees as,hown'on'the`attached Schedule of Fees' Due Sheet ....................................... . Statement of Intent for Non -heated and AIC Buildings ............................................. p�� . Sanitation and site plan approval from the Environmental Health Department in 19. City of Chico Plumbing permit.............................�......................................... /20. Galifornia Deoartment of Forest n approval C�paid. Sent by: ........ �..7 2-1 `v.3�f } ❑ 21. Planning approval for (A) Use: �(B)Parking: (C) Parcel Check:S— ❑ 22, Contact Land Development about ❑ Improvements, ❑ Drainage ............................... WPDESForm.................................................................... Encroachment Permit for driveway from the Public Works Dept ..�.�J......`..W..."... &4Wtj*3 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, El Mailed to owner) ..................... ; 0etter of Signature authorization.................................................................... ecorded copy of Agricultural Acknowledgment Statement .................................... 31. Manufactured home utility clearance............................................................... ❑ 32. Existing violations and/or expired permits......................................................... ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. 17 Applicant: "/ Date: '. Index permit applicati fort a ove ite n ere : ZPIanv'Che'ckN' V Additional items reouired Contractor, desi r, owner, as vised the ove data by 19 phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, s advisedof the above A by El phone, ❑mail, ❑counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved b Date: Note transfer by: Date: Yellow: Building Division plot Plea dttechad *Gy Plot an Atscc hed Sent to S.D. �i TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approve f Sewage Disposal ater uppl Public Priv a e ell Clearance for�weiling.� Othel Imo• C CA 4 rr:�Q �' _C' Y o r If" Hold final for: Final clearance O.K. for: NOTE: ' Environme tal ea th Sae ialist ate 8196 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 CHEDULE OF FEES DUE /� OWNER r �/� A.P. # v - -710-01 PRO O ED BUILDING USE n QE`t�D DATE 0 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES Q C Balance Due ....................... $ V J I 0 Additional Fees Due ................. $ Additional Fees Due ................. $ -LzaRevised Plan Checking Fee .............$ � . SCHOOL DISTRICT FEES �-�qt(paid at District Office) (Available after Plan Check) SHERIFF FEES (paid at Building Division) I �4 Residential ...................... x $360.00 = $3C0a� Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK ��� $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. FAQC67:\`1111 DATE `a Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) _ v _ ,y..s1 . ` BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) a: Schodl District (J , S j Building Department No. A.P. Number ij ] =%l�� —0/ Jurisdiction: City County Property Owner Property Location/Address Subdivision Residential Development No o Living Units Commercial/Industrial r Q New Lot No. Sq. Footage MobileHomeAd0� lord 'Supplement (Group R) Installation Conversion Permit # *(No foundation inspection) ................................................................................................ _ ... Deed Restricted Sq. Footage t (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) ._ t s c..._-. .,,.. ^,.'is.:nuw:C�•w/t 4i -.f .!.i'^.i'J" . 3M Sq_ 1 Footage- Addition (Including Exterior Roofed Areas) Di tric Identification No. School District certifies that Address) (City) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check #< Remarks: . Date ' (Applicant) k73 (Phone Number) (State) (Zip Code) by payment of $ . 3 %/. 2926 $ FULL MMGATION $ l Dat$ t Noce: You may protest ttw Imposition of the fess Identified above by submitting a written protest to the District. in compliance with GovanmsrR Cote Section 66020(a), within 90 days from the dab fees ars paid. Failure to submit a timely written protest will'prohff* you from chdW nghV the Imposition of the fees in any court action. K, subsaprent to the School District Representative signing this Butte county schools Impact Fee Certification Form6 the School DI .1 W Is no1111 by the applicable Local Pluming Agency that this project lsbeing rsvlewsd under the Callfomia Environmental Gualky Act (CEQA) this protect may be subject to additional school fees to fully mitigate.Its Impact on the school distrid'a schools. White (applicant), Yellow (building department), Pink (school district) feeforrn.xis 00/03)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 . .- ---- ----VIII-IIfIIH-IIIII-Illitliilllrllllll . . 20GD3-0go8-4 1 06 Recorded I REC FEE 1.00 Official Records I County Of I BUTTE I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant 1 Travis 12:18PM 02 -Dec -2003 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this.property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: V 'jo& Po t ted i N 44--e CG�Ice o -C- +-0.e CCL�"47 1^� coy.-c�rzr a� ec3 1P- `' C `t to , 1ct70, i tJ 60A --3J5 o --E A4-AP3-" P49Q `" Date st State of California County of PROPERTY OWNERS: �J KRAif iSResc�c[. j On % , a ,._.A r 2, 200 before me, ���Tr,mc� , Aloic r.; /'t -10L c personally appeared iC r_j 1� �-+ r < ti � i (A Aj •1 el -Q-1 / k CQ- • r � z � personally known to me (or proved tome on the basis of satisfactory evidence) to be the person(s) whose name(s)4s/are subscribed to the within instrument and acknowledged to me that hekbe/they executed the same in hisfher/their authorized capacity(ies), and that by hi*%sr/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my ha d and official seal. wn� s u�MAR,lEnvs R - Signatu �� Seal: C(MMI.. #1317185 -+ ►�- / f46UrTi1' P1' UC - CkIFOMIA '-7 7N PUB MY:Comm.. Eiie's Sept. 8, 2000r C) RESIDENTIAL PLAN ° ° r:---. ° REVIEW GUIDE _ a �`�_ . i.:. o SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY •ren �� 1w Building Permit Number: - ),*, —Z O 14 5� /� / : � Plans Exa;iner���da J, 7 GENE P,kL: i1 --Zoning requirements - (number of permitted living units). ,,, . laps signed by the designer. ,�-Proper description of work on the application. -A—Existing violations on the property. �:3ecorded notice of violation. uilding permit valuation. LOT 'PLAN: Complete parcel size and dimensions. Setbacks, side yard. easements. etc. 5e Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on Parcel Map: Iroise [j SR.a ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal aid Roue and/or Federal Aid Secondary Route setback requitement S. Building or utilities across lot lines (Lot merger approval by Butte County Land Development:) FLOOR PLA`: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall bu: 20 . When vvindovv s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). 4- Skylights (Uniform Building Code section 2409 dt 2603.7). >S-- Glazin, in Hazardous locations (Uniform Building Code section 2406). ,-6- Habitable space shall have a ailing height of not less than 7 feet 6 itches except as otherwise pamitled in this section. Kitchens halls, bathrooms and toilet compartments may have a ceiling height of not less flan 7 feet measured to the lowest aroiection from the ceiling (Uniform Building Code section 310.6.11 ---F" All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in anv dimension (Uniform Building Code section 310.6.2 & 310.6.3). dC1 in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). --Y Water heaters %%hich depend on the combustion of fuel shall not be installed in a room fused or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening brio abtth 010 or bedroom (uniform Plumbing Code section 509.0). Fuel burin; equipment shall not be installed in a closet, bathroom or a room readily usable as abedmom, or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code Socdo 301.3). 11 Garage Orewall separation - required on garage side including supporting walls and posts (Uni3brat ng Code section 302.4 exception 03). --M L rider no circumstances shall a private garage have any opening into a room used for sleeping purposes (U niforn Building Code section 312.4). ,dood stove location - Alcove - URIC section 205 confined space &223 unconfined space & 304.2),L.; ---Wood .W==mok: detectors (Uniform Building Code section 310.9.1). Pagel of 2 -PYWater closet clearances (Uniform Plumbing Code 408.5). hoatir compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 1 , • g A•alls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1 Braced Wall panels shall start at not more than 8 feet from each end of a braced Wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4. 1.) Braced v6211 lines must be continuous throughout the strucmre. - 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply With the Uniform Building Code. This must include the esi designees elements stamp, signature, mostration number and expiration date on all sheets of plans depicting the designed eleme7tts and cover sheets of calculations. L story requiring balloon framing and/or engineering. dation plans complete enough to construct building (Uniform Building Code Table l construction details complete enough to construct building. ations and Kali construction details complete enough to construct builconstruction details complete enough to construct building. lace construction details and calculations if necessary. ge door header size(s): 0. Porch header size(s). )Typical header size(s). . Stud heights.- , High expansive soil — special foundation design required Retaining walls requiring design. ren�gsum v;allboard nailing inspection required. in= he area below the lowest floor is full- enclosed, than a minimum of two openings are required With a total t area of at least one square inch for every square foot of area enclosed With the bottom of the openings no an one foot above grade. Alternatively. certification may be provided by a registered professional or architect that the design Will allow equalization of hydrostatic flood forces on exterior Aalls. g must be designed and anchored to prevent floatation, collapse or lateral movement Construction sign requirements must be sho%�m on the building plans. ethic, heating, ventilation, plumbing and au conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating With the components during conditions of flooding. mocELLATTOUS ITEMS: Stairway details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Bride or stone veneer (Uniform Building Code section 1403). 'or plaster— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). I.EneFoam insulation — protection. 36" halls and staimays (Uniform Building Code section 1004.3.3.2). Tvkv exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. rgy ydesign compliance and supporting documentation. Fresponsible area requirements. ING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprin1jers require& 4. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Pace -- ')f LONGFELLow LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: Kraig Kroschel Address: Fremont Dr. Magalia AP#: 64-710-019 C•20E (Rev. 3/03) Job No: FREM1016 ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 Wr I H Ti I I r 01 1m B—GIR C— IR C— WS 12-C G E 22-0-0 LONGFELLOW LUMBER CO., INC. $9 Loren Avenue raig Krosche FREMO Chico CA 95928 Name: Address: City; Job: Telephone: (530) 893-0112 State: FREM1016 - Fax: (530) 893-0140 Phone: Ok la.nmr. N:Nt1rd4nb1FRW 101A Scale: Not to scale Date: 12/29/03 Drawn By: DMH Ix4 CONT BRACE AT BRACE h-Eh®ERS LONSER THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-8d NAILS GABLE END STUD 2x4 HF 5TRONSBACK MAIL TO LEDGER W/ IOd 0 12' OLJ — 2x4 HF LEDSER MAIL TO VERTICAL IN IOd NAILS) A3513 TO FLAT XIP—H-3 AT 46' OL. Q NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED B.C. ALSO. (0) OPTION TO WEB PLATIN&: USE (3) 2' WIRE STAPLES (OD72 DIAJI5 GAJ TOENAILED THRU CHORD INTO WEB t THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (51) t (HI) KIST BE PLATED. ° ARO 18693 �4- ��� RBS. 003 .cxlr OLA Ill T\-5-IOd NAILS EACH END 6-I0d COMMON 2xb DIAFONAL NAIL5 BRAGS 048' OL. OA MAx UNBRACED LENGTH OF &ABLE END STUD. (2x4 FIR -LARCH). - 5TANDARO = 5' -II' - 01 AND BTR TRUSGE5 —� l u LL --V.0 V:2t- TG DL 15A PSF NOTE: 6ABLE END OM16H BASED BC DL PSF BG LL OA IFF 15 MPH_W1ND, ),,URE 'B' TOT.LD. 50.0 PSF AT 0-25 FEET MEAN HE16HT. DURFAC. 1.15 F OB DETAIL ME LoLow,TE CHICO, CALIFORNIA Date: 10-18-02 Gary Hawkins ARCHITECT Drawn: AK (530) 892-2700 Job no.: 02-116 1370 RIDGEWOOD DR.,'STE.10 FAx:(530)8930532 CHICO, CA 95973 garyarchOsbcglobalnet PAGE I OF -HON'. ALL. UTEaAL 606E tcr/riL j S _VAL;i J::�W2 RE PLACIWG CONT . N(LACTS AT Y2 0l' AT 1 f t /% 7RUt:5t:5 fig' 2.�4" jCJ.®12"oc. / 0. G.TYP• 'Z f20(11S 0. G: TYp. , •-ZX� RAGE t7FRAGE: WITWEA (2X6. HAY IOD NAILS C,9 b'' 0. G. Trp. = jolz i?IF- G1111T :. - K Rc-rLAC qy V Oft Y,-, N O T E : - y2 p0I VTS Pol-E OqL' -.FONT-15 6E2A�. BRACE HOST t�I: b0 % T14E: LI:NGTfl OF TvWE:t'.. TNbb Da TAIL l5 TO Et1: USED' Ab AN AL -T. %OR ONE CONTINUOUS LATERAL t; RAGE. TRU5l,-E5 C� 24" O.G.. TYF. NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH .2-10D PER WEB (TYP). MAR 2 7 -2002 BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)* RESTRAINT REQUIRED AT EAG• E:ND OF t!7RAGE: AND AT 20'-0" INTER�lALS. REFER TO WV -al SUHHARY S4IEET FOR RIsGOHHENDAT(ONE OF TH^ TRU55 FLA rR lNSTUTE �TlzA-Iar tyrAy rel= \11 �Eb 1,YTEKMI U n�PlAHR Wspl. IkEV Q a3 19` I-JOTPF-: = MITE1TrIE -Tl:_ ay?2 CV 2)4 A5 -.oK'q KemW , May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 6761900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with l Od nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. QRpFESSrp� !& ONG N0049919. RedongdT Director of F Western Operations RY/ek I runs FREM1016 IA Lumber Co., Inc., Chico, CA Iruss type VAULT TRAY ury Fly Tremont Lit. - Magana 8 1 s Dec 2 R10976814 30 11:37:252003 Page 6-1-3 1 11-6-10 1 17-0-0 I 20-0-0 23-5-2 1 26-10-4 29-10-14 I 34-0-0 I 3 6-1-3 5-5-6 5.5-6 3-0-0 3-5-2 3-5-2 3-0-10 4-1-2 2-0-0 Scale = 1:57.6 4x4 11 5.00 F12 5 3x4 = 3.6 = 3x4 = 5x12 = 2.50 12 3x8 I 7-1-3 13-6-10 I 20-0-0 23-5-2 26-10-4 29-10-14+ 3434-0 0 7-1-3 6-5-6 6-5-6 3.5-2 3-5-2 3-0-10 4-1-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.98 Vert(LL) -0.59 14 >686 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.96 Vert(TL) -0.85 14 >476 180 M1120H 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.35 11 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Simplified) Weight 182 Ib LUMBER TOP CHORD 2 X 4'DF No.1 G 'Except' 8-12 2 X 4 DF No.18Btr-G BOT CHORD 2 X 4 OF No.1 G 'Except* 14-16 2 X 6 DF No.1-G, 11-14 2 X 6 DF No.t-G WEBS 2 X 4 DF Std G *Except* 9-142 X4 DFNo.1-G REACTIONS (Ib/size) 11=2080/0-3-8,1=1872/Mechanical Max Horz 1=-38(load case 5) Max Uplift 11=-25(load case 7), 1=-2(load case 7) Max Grav 11=2164(load case 3), 1=1872(load case 1) BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-15 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=3879/1, 2-3=-3666/45, 3-4---3666/45,4-5=-2821/63, 5-6=-2848!71, 6-7=-4022144, 7-8=-4022/16, 8.9=-4022/16, 9-10=-7541/0, 10-11=-8296/0,11-12=0[70 BOT CHORD 1-19=0/3561, 18-19=0/2905, 17-18=0/2905, 16-17=0/2215, 15-16=0/2656, 14-15=0/7117, 13-14=0!7799, 11-13=0/7800 WEBS 2-19=-569/5,4-19=-28184i, 4-17=-941/16, 5-17=-34/1054, 5-16=-33/1235,6-16=-1518/1,6-15=0/1957,7-15=-407/3, 9-15=-387010.9-14=013133,10-14=-824/29,10-13=-11/121 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 54 It by 34 It With exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Roof design load is based on 55.0 psf ground snow load; normal terrain, exposure factor 0.7; and normal structure, importance factor 1.0. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) All plates are M1120 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity o page �g surface. CoMMUechn 09yOF ESS/0 ANDS l C 17180 �1 T *\ EXP. 06/30/05 /* ISS. C►V IL ��P \r6FCAI�F°�/ December 30,2003 Q Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual budding component to be u' Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss �""'��+ •"'+r"+ designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillily of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. Quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 p � Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 i Te k - J01) I fuss I russ I ype ury fry t-remont Ur. - Magaha 810976814 FREM1016 A VAULT TRAY I8 1 Job Reference (optional) LOAD CASE(S) Standard Q Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 BEFORE USE �� O Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification. and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719 i Te k Job Truss Truss Type Dly Ply Fremont Dr. - Magalia Vdett Ud PLATES GRIP TCLL 38.5 Plates Increase R7097681 FREM1016 Al MOD.OUEEN 2 1 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TL) Job Reference (optional) Longfellow Lumber Co., Inc., Chico, CA 95928.7434 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Dec 29 17:00:12 2003 Page 1 6.1.3 1 11-&9 1 17-041 I 22-5-7 27-10-13 1 34-" 1 36-0-0 6.1.3 5-5-7 5.57 5-5-7 5-5-7 6-1-3 2-0-0 Scale = 1:59.9 4x4 = 5.00 F12 arta — 17 14 13 12 11 5x8 = 3x6 = 3x4 = 3x8 = 3x4 = 3x6 = 8-9-14 17-0-0 1 25-2-2 I 34-041 t 8.9-14 8-2-2 B-2-2 B-9-14 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdett Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.87 Vert(LL) -0.27 13 >999 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.45 11-13 >907 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.15 9 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 152 lb LUMBER TOP CHORD 2 X 4 DF No.1 G BOT CHORD 2 X 4 DF No.1 G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 1=1871/Mechanical, 9=2079/0-3-8 Max Horz 1 =38(load case 5) Max Upliftl=2(load case 7), 9=25(load case 7) Max Gravl=1871(load case 1), 9=2163(load case 3) BRACING TOP CHORD Sheathed or 2-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3844/0, 2-3=-3409/38, 3-4=-3409/38,4-5=-2399/49, 5-6=-2399/49, 6-7=-3409/38, 7-8=-3409/38,8-9=3844/0, 9-10=0/65 BOT CHORD 1-15=0/3527, 14-15=0/2891, 13-14=0/2891, 12-13=0/2891, 11-12=0/2891, 9-11=0/3527 WEBS 2-15=-626/5, 4-15=-27/611,4-13=-1075/23, 5.13=-50/1317, 6-13=1075/23,6-11=-27/611,8-11=-026/5 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 R above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom Chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 54 It by 34 It with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Roof design load is based on 55.0 psf ground snow load; normal terrain, exposure factor 0.7; and normal structure, importance factor 1.0. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard Q�pF ESS/O q oI9 C17180 z * EXP. 06/30/05 ST CIVIL OF CA W December 30,2003 © Warning - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be u' Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not buss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 ! p Te k , Job Truss Truss Type Qty Ply Fremont Dr. - Magalia Well Ud PLATES GRIP TCLL 38.5 Plates Increase R1097681 FREM1016 A1A MOD. QUEEN 4 1 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.74 Vert(TL) Job Reference (optional) LongiellOW LUmDer Go., Inc., cmco, GA 90926-/434 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Dec 29 17:00:13 2003 Page 1 -2-M I 6-1-3 I 11-6-9 I 17-0-0 I 22-5-7 1 27-10.13 I 34-M I 36-0-0 { 2-0-0 6-1-3 5.5-7 5.57 5-5-7 5.5.7 6-1-3 2-0-0 Scale = 1:61.6 4x4 = 5.00 12 17 16 15 14 13 12 3x4 /i 3x4 = 3x6 = 3x4 = 30 = 30 = I 4-0.0 8-9-14 17-0-0 t 25.2-2 I 34-0-0 4-0-0 4-9-14 8-2-2 8.2-2 B-9-14 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.92 Vert(LL) -0.16 12 >999 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.74 Vert(TL) -0.29 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.08 10 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Simplified) Weight: 159 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1 G TOP CHORD Sheathed or 2-7-7 oc purlins. BOT CHORD 2 X 4 OF No.1 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 DF Std G 4-11-0 oc bracing: 2-17. WEBS 1 Row at midpt 7-14 REACTIONS (Ib/size) 10=180810-3-8,17=235210-3-8 Max Horz 17=15(load case 5) Max Uplift10=22(load case 7), 17=-27(load case 7) Max GraV10=2030(load case 3), 17=2438(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/65, 2-3=-50/1858, 3-4=-1431/15, 4-5=1431/15, 5-6=-1705/41, 6-7=-1705/41, 7-8=2723/30, 8-9=2723/30, 9-10=-3164/0, 10-11=0/65 BOT CHORD 2-17=-1712/93, 16-17=0/565, 1516=0/1645, 14-15=0/1645, 13-14=0/2254, 12-13=0/2254, 10-12=0/2904 WEBS 3-16=-6/1008, 516=-662/0, 514=-234/148, 6-14=-44/783, 7-14=-1078/23, 7-12=27/615, 9-12=631/5, 3-17=-3007/20 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 54 It by 34 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Roof design load is based on 55.0 psf ground snow load; normal terrain, exposure factor 0.7; and normal structure, importance factor 1.0. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads per Table No. 16-B, UBC -97. 6) A rating reduction 20% has been for the lumber OF ESS/ �/(/� plate of applied green members. LOAD CASE(S) Standard �OQR C. ANOF XI, C 17180 9 r *\ EXP. 06/30/05 /* rSp�T CIV11 ;W \\0FCAk-\ �� December 30,2003 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and traded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss -� designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Duality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 g E T e k I fuss FREM1016 IA2 Longfellow Lumber 4 I fuss type CATHEDRAL ury Illy Tremont ur. - magaba 3 I 1 R10976817 -2.0-0 4-0-0 7-0-2 10-0-0 13-6-0 17-0-0 19.8.8 1 24-3-1 28-9-11 34-0-0 36-0-0 2-0-0 4 -OA 2-11-14 2-11-14 3-6-0 3.6.0 2-8-8 4-6-9 4-6.9 5-2-5 2-0-0 Scale = 1:61.6 4x4 = uxo = +•e „ 2x4 II a om = 2.50 12 502 = 3x4 = 2x6 II f 44)-0 5 6-3 , 10-0-0 17-0-0 19-8-8 26-6-6 3"_0 4-0-0 1-6.3 4-5-13 7-0-0 2-8-8 6-9-14 7-5-10 R 41q r 0 LOADING (psf)SPACING 2 0 0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.90 Vert(LL) -0.18 15-16 >999 240 MIf20 220/195 TCDL10.0 Lumber Increase 1.15 BC 0.98 Vert(TL) 0.04 1 >615 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(fL) 0.11 13 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 192 lb LUMBER TOP CHORD * 2 X 4 DF No.1'G BOT CHORD 2 X 6 DF No.1 G *Except* . 13-16 2 X 4 DF No.1-G, 22-23 2 X 4 DF Std -G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 13=1799/0-3-8,20=2361/0-3-8 Max Horz 20=-15(load case 5) Max Uplift 13=22(load case 7), 20=-27(load case 7) Max Grav 13=2037(load case 3), 20=2459(load case 2) BRACING . TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: 4-4-8 oc bracing: 19-20. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/134,2-3=-188/2884, 3-4=-7611700,4-5=-744/815, 5-6=-320210,6-7=-3204/0,7-8=1912/47,8-9=189§147, 9-10=-2156/42, 10-11=-2884/33, 11-12=2969/4, 12-13=3344/0, 13-14=0/130 BOT CHORD 2-20=-2621/217, 19-20=-2697/224, 18-19=0/1712, 17-18=0/2192, 16-17=0/1968, 15-16=0/2469, 13-15=0/2962 WEBS 5-19=-2248/11, 5-18=-8/1276, 6-18=-366/4, 7-18=0/1082, 7-17=-768/0, 8-17=-33/1114, 9-17=-645/46, 9-16=-46/263, 10-16=871/18.10-15=-19/436.12-15=-471/1, 3-20--2030/7.3-19=-5/2062 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 54 it by 34 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Roof design load is based on 55.0 psf ground snow load; normal terrain, exposure factor 0.7; and normal structure, importance factor 1.0. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 20. LOAD CASE(S) Standard Q �pFESS/p C. ANA_ e C 17180 Z1 *\ EXP. 06/30/05 /* CIVIL �CF December 30,2003 © Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use onlywith MTek connectors. This design is based only upon parameters shown, and is for an individual butlding component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Duality Standard, DSB-89 Bracing specification. and HIB -91 e �C„q Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Y TIe k Job" NSs C" fUSs t ype FREM1016 A2A CATHEDRAL LAY I my I I -remora Ur. - Magaba 1 Job Reference R10976818 I -2-0-0 4-04-0 4 7-0-2 1 10-0.0 1 13.6-0 I 17-0-0 I 19-8-8 24-3-1 28-9-11 I 34-0-0 36-" , 2-0-0 4-0-4 2-11-14 2-11-14 3-6-0 3-6-0 2-8-8 4-6-9 4-6-9 5-2-5 2-0-0 Scale = 1:60.7 4.4 = 2.50 F12 5x12 = 3x4 = 5-6-3 10-0-0 17-0-0 19-8-8 26.6.6 34-M 5.6.3 4-5-13 7-0-0 2-8-8 6.9-14 7-5-10 Plate Offsets (X,Y): [2:0-3-14,0-0-3], [13:0-2-4,Edge), [16:0-6-0,0-2.4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.96 Vert(LL) -0.62 18 >649 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.93 Vert(TL) -0.90 18 >448 180 M1120H 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.38 13 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 186 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1'G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No.1 G *Except* BOT CHORD. Rigid ceiling directly applied or 10-0-0 oc bracing. 2-18 2 X 6 DF SS -G, 16-18 2 X 6 DF No.1-G WEBS 1 Row at midpt 7-17 WEBS 2 X 4 DF Std G *Except* 7-18 2 X 4 DF No.1-G REACTIONS (Ib/size) 2=2079/0-3-8,13=2079/0-3-8 Max Horz 2=-15(load case 5) Max Uplift 2=25(load case 7), 13=25(load case 7) Max Grav 2=2174(load case 2), 13=2174(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=01139,2-3=7301/0, 3-4=-7029/0,4-5=-695710. 5-6=-6631/0.6-7=-6597/0, 7-8=-2708/56, B-9=-2692/56, 9-10=2878/50, 10-11=-3587/41, 11-12=-3670/12, 12-13=-402415,13-14=0/1 30 BOT CHORD 2-19=0/6743, 18-19=0/6724, 17-18=0/3552, 16-17=0/2647, 15-16=0/3128, 13-15=0/3597 WEBS 3-19=-264/90, 5-19=-137/67, 5-18=-630/16,6-18=-299/3,7-18=0/3668, 7-17=-1813/0, 8-17=40/1719, 9-17=-571/151, 9-16=-189/189.10-16=-866/18.10-15=-19/426,12-15=-462/1 NOTES 1) This truss has been designed for the wind loads. generated by 75 mph winds at 25 If above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 54 ft by 34 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ESS/O� . 2) Roof design load is based on 55.0 psf ground snow load; normal terrain, exposure factor 0.7; and normal structure, importance factor Q�QF Q� 1.0. �� �C.ANp F 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) All plates are M1120 plates unless otherwise indicated. m 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, C 17180 T UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. * EXP. 06/30/05 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6'j CMI �P LOADCASE(S) Standard �T6OFCA\0F December 30,2003 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE ti ti Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component to be u'r Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillily, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, OSB -89 Bracing Specification, and HIS -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, W 153719 �py��y F -Te k I ruSS FREM1016 IA3 �1 Lumber Co., Inc., Chico, CA 95928-7434 truss type SCISSOR uty my Tremont ur. - Magana 810976819 6 1 Job Reference (optional) 5.200 s Dec 2 2003 MiTek Industries, Inc. Tue Dec 30 11:38:06 2003 Page 1 .-2-0-0 5-6-3 10-0-0 17-0-0 26-1 OA 34-" 36-0-0 2-0-0 5-6.3 4-5-13 7-0-0 9-10.4 7-1-12 2-0-0 Scale = 1:60.7 4x4 = 5.00 F12 2.50 12 5-6.3 10-0-0 I 17-M + 19-8-8 224-0 26-10-4 34-" 5-6-3 4-5-13 7-0-0 2.8.8 0-3-8 6-10-0 7-1-12 4 4 411 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.84 Vert(LL) -0.71 20-21 >568 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.99 Vert(TL) -1.03 20-21 >392 180 M1120H 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.54 13 n/a n1a BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight: 207 lb LUMBER BRACING TOP CHORD' 2 X 4 DF•No.1&Btr G TOP CHORD Sheathed or 1-8-7 oc purlins. BOT CHORD 2 X 6 DF SS G'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 18-212 X 6 DF No.1-G WEBS 1 Row at midpt 6-19 WEBS 2 X 4 DF Std G *Except* 11-16 2 X 4 OF NCA -G, 6-212 X 4 DF No.1-G REACTIONS (Ib/size) 2=207910-3-8,13=2079/0-3-8 Max Horz 2=15(load case 5) Max Uplift 2=25(load case 7), 13=-25(load case 7) Max Grav 2=2174(load case 2), 13=2174(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/139, 2-3=-7376/0, 3-4=-6649/0,4-5=-6563/0, 5-6=-6627/0, 6-7=2681/55, 7-8=2665/55, 8-9=-4013/45, 9-10=-3942/0, 10-11=3981/0.11-12=-7075/0,12-13---7129/0,13-14=0/139 BOT CHORD 2-22=0/6820, 21-22=0/6855, 20-21=0/3573, 19-20=0/3595, 18-19=0/2651, 17-18=0/2656, 16-17=0/6629, 1516=0/6632, 13-15=0/6576 WEBS 3-22=-141/92, 3-21=-790/32, 521=-454/4, 7-19=-40/1674, 11-16=0/2741, 8-18=943/0, 8-19=-645/78, 9-17=-449/2, 11-17=3398/0, 8-17=0/1839,12-15=-26610,12-16=-37/156, 6-20=41/168,6-19=-1904/0,6-21=0/3629 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 54 ft by 34 If with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Roof design load is based on 55.0 psf ground snow load; normal terrain, exposure factor 0.7; and normal structure, importance factor 1.0. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) All plates are M1120 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) 2, 13 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard 09 C. AIV. e,0FESS/O c C1 ' 1 '0 17180 z * EXP. 06/30/05 s� c►viL q�FOF C AL1F December 30,2003 A Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE 11111110 Design valid for use only with MTek connectors. This design's based only upon parameters shown, and is for an individual budding component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, Quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard. DSB-89 Bracing Specificalion, and HIB -91 t Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 F Te ap� ri,'- 'Job Truss 2-0-0 my Ply Fremont Or. - Magalia16 I/deft Ud 7russpe TCLL 38.5 Plates Increase R1097682 TC 0.79 B -0.10 10 9 1 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.53 Vert(TL) Job Reference (optional) Longlellow Lllmoer t.0., Inc., t.nico, LA wovzo-/434 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Dec 29 17:00:18 2003 Page 1 -2-0-0 1 59-14 I 11-0-0 i 16.2.2 I 22-0-0 1 24-0-0 2-0-0 59-14 52.2 52-2 5.9-14 2-0-0 Scale = 1:42.1 4x4 = 4 3x4 = 30 = 3x4 = 7$9 I 14-57 I 22-0-C 7dr9 6-10-13 7-&9 (4 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.79 Vert(LL) -0.10 10 >999 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.53 Vert(TL) -0.19 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.05 6 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Simplified) Weight: 91 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 G TOP CHORD Sheathed or 3-8-13 oc purlins. BOT CHORD 2 X 4 DF No.1 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1413/0-3-8,6=1413/0-3-8 Max Horz2=-10(load case 5) Max Uplift2=24(load case 7), 6=24(load case 7) Max Grav2=1526(load case 2), 6=1526(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/65, 2-3=-2217/0, 34=1898/38, 4-5=-1896/38, 5-6=-2217/0, 6-7=0/65 BOT CHORD 2-10=0/2034,9-10=0/1398,8-9=0/1398,&-8=0/2034 WEBS 3-10=-572/5,4-10=261696, 4-8=26/696, 5-8=572/5 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 54 ft by 34 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Roof design load is based on 55.0 psf ground snow load; normal terrain, exposure factor 0.7; and normal structure, importance factor 1.0. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. Q��F ESS/nN LOAD CASE(S) Standard AIM C 17180 7-I'T *\ EXP. 06/30/05 /* l CMI ��P �OFCAU1 S�� December 30,2003 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE _—© Design valid for use onlywilh MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibirity, of building designer- not truss r....� designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, OSB -89 Bracing Speaication, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 g R t T e JonI NSS I NSS I ype FREM1016 B-GIR IGIRDER 3 4-11.4 4.11-4 7-114 3-0-6 fury Try Tremont ur. - Magaha ' 3 Job Reference (optional) 5.200 s Dec 2 2003 MiTek Industries, Inc. Tue Dec 30 11.3 11-0-0 14-0-6 17-0.12 22-0-0 3.0-0 3-0-6 3-0-6 4-11.4 5x6 II 4 R10976821 Scale = 1:34.7 3x8 II axe = 10x10 = 6x8 = 8x8 = 3x8 II 4-11A 7-11-10 11-" 14-" 17-0-12 22-0-0 4-11-0 3-0-6 3-0-6 3-0-6 3-0-6 4-11-4 �o LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.39 Vert(LL) -0.21 9 >999 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.30 11-12 >877 180 NOTES BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.08 7 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight 443 lb LUMBER BRACING TOP CHORD 2 X 6 DF.SS.G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 8 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G *Except* 3-12 2 X 4 OF No.1-G, 4-112 X 4 DF No.1 -G, 5-9 2 X 4 DFNo.1-G WEDGE Left: 2 X 4 DF Std REACTIONS (Ib/size) 1=10746/0-3-13 (input: 0-3--8),7=10746/0-3-13 (input: 0-3-8) Max Horz 1=-8(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=22800/0, 2-14=22728/0, 2-3=18698/0, 3-4=-14917/0, 4-5=-14917/0, 5-6=-18698/0, 6-15=22728/0, 7-15=-22800/0 BOT CHORD 1-13=0/21234,12-13=0121234.11-12--0/17238, 10-11=0/17238, 9-10--0/17238,8-9=0/21234,7-8=0/21234 WEBS 2-13=0/3045, 3-12=0/4948, 4-11=0/10473, 5-9=0/4948, 6-8=0/3045, 2-12=-4766/0, 3.11=-4963/0, 5-11=-4963/0, 6-9=-4766/0 NOTES 1) 3 -ply truss to be connected together with 0.131 NX Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 3 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Pty to Q�ypF ESS/�N ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) This truss has been designed for the wind loads by 75 mph winds 25 ft level, 10.0 top q C AN& `Fti generated at above ground using psf chord ��� �( • dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed l` C building, of dimensions 54 ft by 34 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 Z 4) Roof design load is based on 55.0 psf ground snow load; normal terrain, exposure factor 0.7; and normal structure, importance factor C 17180 X 1.0. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, * EXP. 06/30/05 UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. ST CIVIL �Q 7) WARNING: Required bearing size at joint(s) 1, 7 greater than input bearing size. carries span(s): 34-0 0 from 0-0-0 to 22-0-0 �TFOF &Rrder eiVn CAL,FO� December 30,2003 © Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilliry of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Spermcation, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 i Te k 300 1 1 russ I I runs I ype I uty I Pry 1 I-remont Ur. - magaha B-GIR I GIRDER LOAD CASE(S) Standard 1) Snow. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-894(B=-880), 1-14=-77,4-14=-97,4-15=-97, 7-15=-77 3 I Job Reference (optional) s Dec 2 2003 MiTek Industries, Inc. Tue Dec 30 11 R10976821 Q Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shovm is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilliy, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance NOW M regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification. and HIB -91 p g'g(p ��� Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 F Tia R !.- Job Truss Truss Type Qty Ply Fremont Dr. - Magalia SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP R1097682 FREM1016 C-GIR GIRDER 1 M1120 220/195 Jab Reference (optional) Longfellow Lumber Co., Inc., Chico, CA 95928-7434 5.200 s Dec 2 2003 MiTek Industries, Inc. Mon Dec 29 17:00:20 2003 Page 1 3-8-11 I 60-0 I 8-3.5I 12-" i 3-8-11 2-3-5 2-3-5 3-611 Scale = 1:20.2 5x8 = 10x10 = 1000 = 4x12 01114 4-5-13 7-63 11-10-12 2rQ-0 I I 41-0 449 3.47 4-4-9 41-0 Plate Offsets (X,Y): (1:0-4-5,0-2-01,[2:0-1-9,G-0-1 1], 14:0-1-9,0-0-111 [5:0-4-5,0-2-01, [6:0-4-13,0-6-01, 17:04-130-6-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.63 Vert(LL) -0.11 6-7 >999 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.64 Vert(TL) -0.16 6-7 >864 180 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.03 5 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 126 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 G TOP CHORD Sheathed or 4-2-12 oc purlins. BOT CHORD 2 X 8 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 1=5759/0-4-0, 5=5759/04-8 Max Horz 1 =-5(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-9868/0, 2-3=-9695/0, 34=9695/0, 4-5=-9868/0 BOT CHORD 1-7=0/9158.6-7=0/6633,5-6=0/9158 WEBS 2-7=-447/0,3-7=0/4343, 3-6=0/4343, 4-6=-447/0 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 54 ft by 34 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 4) Roof design load is based on 55.0 psf ground snow load; normal terrain, exposure factor 0.7; and normal structure, importance factor 1.0. 5) This truss has been designed for a 10.0 bottom chord live load nonconcurent live loads Table No. 16-B, UBC OF ESS/ �Nq psf with any other per -97. OQR 6) A plate rating reduction of 20% has been applied for the green lumber members. C. ANO !F, 7) Girder carries tie-in span(s): 34-M from 0-0-0 to 12-0-0 Q� F� 2 LOAD CASE(S) Standard 1) Snow. Lumber Increase=1.15, Plate Increase=1.15 Z m Uniform Loads (plf) tr C 17180 r Vert: 1-5=-894(B=-880), 1-3=97, 3-5=-97 * EXP. 06/30/05 ST CIVIL gTFOF CAOI December 30,2003 Q Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE IIIIIIII Design valid for use only with Welt connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not buss -� designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult QST -88 Duality Standard, DSB-89 Bracing Specification. and HIB -91 Ful 6p,� Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 WDnofrio Drive, Madison, WI 53719 Ful i Te R •.. JOD I NSS FREM1016 C-SWS , Inc., Chico, CA 95928-7434 I russ Iype DROP TC GABLE uty I Hly I Tremont ur. - Magaha R10976823 -2-0-0 { 3.3-14 6-0-0 8-8-2 12-0-0 14.0.0 1 2-0-0 3-3-14 2-8-2 2-8-2 3-3-14 2-0-0 Scale = 1:25.2 NO TOP CHORD NOTCHING I5 ALLOWED WITHIN 24" OF THE HEEL JOINTS. 4.12 11 vn.IlffII 1-7-8 I 4-2-10 i 7-9-6 12-0-0 1-7-8 2-7-2 3-6-13 4-2-10 �o LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.81 Vert(LL) Na - n/a 999 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.13 Vert(TL) -0.07 1 >358 180 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 6 Na Na BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight: 80 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G *Except* 2-4 2 X 6 DF SS -G, 4-6 2 X 6 DF SS -G OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=883/8-9-0, 6=875/8-9-0, 11=1617/8-9-0, 8=1646/8-9-0, 10=-5/8-9-0, 9=5/8-9-0 Max Horz 2=-0(load case 5) Max Uplift 2=14(load case 7), 6=-14(load case 5), 10=11(load case 3), 9=-11(load case 2) Max Grav 2=1206(load case 2), 6=1197(load case 3), 11=1803(load case 2), 8=1826(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-783/27, 3.4=0/883, 4-5=0/877, 5-6=-736/28, 6-7=0/129 BOT CHORD 2-11=0/526, 10-11=0/143.9-10=0/143, 8-9=0/143, 6-8=0/480 WEBS 3-11=-1396/0,4-11=-1134/0,4-8=-1177/0, 5-8=-1321/0 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 54 ft by 34 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Roof design load is based on 55.0 psf ground snow load; normal terrain, exposure factor 0.7; and normal structure, importance factor 1.0. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Non Standard bearing condition. Review required. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 Q�pF ESS/p , �� C. AiVoF C 17180 * EXP. 06/30/05 S crvl> �P <�60F CAl\F��/ December 30,2003 © blaming -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is loran individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Duality Standard, DSB-89 Bracing Specification, and HIB -91 MiTek::-Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719 JOD1 cuss I truss I ype uty rly Tremont ur. - Magaha R10976823 FREM1016 C-SWS DROP TC GABLE 1 1 IJob Reference (optional) Longfellow Lumber Co.. Inc., Chico, CA 95928-7434 5.200 s Dec 2 2003 MiTek Industries, Inc. Tue Dec 30 11:39:01 2003 Page 2 LOAD CASE(S) Standard 1) Snow. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=97, 6-7=-97, 2-6=14 Trapezoidal Loads (plf) Vert: 2=-357(F=-260}to-4=-386(F=-289),4=-385(F=-288)-to-6=-357(F=-260) A warning - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIS -7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D{'Onofrio Drive, Madison, WI 53719 F T k Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 1 3/4' 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each t „ �B TOP CHORDS other. �/ „♦ C7 C3 Place on each face of truss at each g3. T o N,:J _at plates joint and embed fully. Avoid knots and wane joint locations. M �' O U = 4. Unless otherwise noted, locate chord splices U °- O CLO at 1/4 panel length (± 6' from adjacent joint.) ' For 4 x 2 orientation, locate '- ca Ci c6 `- BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING „mom 14. Do not cut or alter truss member or plate Indicates location of joints at which bearings (supports) occur. ,7V s without prior approval of a professional engineer. f f c .` 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek(D Holdings, Inc. a a This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating prac- tices 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 It is 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 property. 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 superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses fora particular roof orfloor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad - Avised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & 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 warn- ingwill most likely result in serious personal injury or death or damage to structures. WARNING: 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 • www.tpinst.org industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designeror 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. 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 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. a CAUTION: 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. Careshould beexercised in banding remov- al to avoid shifting of individual trusses. {A WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. v 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 MONO TRUSS TOP CHORD TEMPORARY BRACING D/50 Depth TOPCHORD D(in) TOP CHORD DIAGONALBRACE Lesser of MINIMUM LATERALBRACE SPACING(DBs) SPAN PITCH SPACING(LBJ [#trusses] Plumb Misplacement SP DF I SPF/HF Up to 24' 3/12 1 8' 17 12 Over 24'- 42' 3/12 1 T 1 10 1 6 Over 42'- 54' 3/12 1 6' 1 6 1 4 Over 54' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- 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. View photos ofa properly braced roofsystem at www.tpinsLorgunder the "Publications" link. PLUMB 2q or/ass - I L- =450 12 3 or greate OMAN All lateral braces lapped at least 2 trusses. Continuous TopChnrri Lateral Brace — Required 10" or Greate Attachment Required - WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A I I I Truss D/50 Depth 12" D(in) 1' I I Lesser of 2' D/50 or 2" ± 1/a 3' Maximum Plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1 4" T W. 2" 8' 108" 2" 9' OUT -OF -PLUMB INSTALLATION TOLERANCES BOW Length L (in) .................................... ....................................... T ± 1/a Lesser of U200 or 2" L (in) L (in) T ......::::::::::::::::::::::::.....: ± 1/a Lesser of U200 or 2" L(in) L/200 L(ft) 50" 1/4" 4.2- 100" 1/2" 8.3' 150" 3/4" 12.5 - L(in) U200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' 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 1A WARNING: Do not attach cables, chains, or hooks WARNING: Do not lift single trusses with spans to the web members. ][A greater than 30' by the peak. MECHANICAL INSTALLATION Approximately Approximately \ / 1/2 truss length '/z truss length \ Tag Truss spans less than 30' Tag Lifting devices should be connected to Strongback/ Line Line the truss top chord with a closed-loop Spreader Bar Spreader Bar attachment utilizing materials such as slings, chains, cables, nylon strapping, Toe In Toe In 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 Approximately the lifting device until the ends of the '/z to 2/3 truss lengthtruss are securely fastened and tempo - Less than or equal to 60' Tag rary bracing is installed. Line Tag Line Strongback/ S reader Bar p Spreader Bar Toe In Toe In At or above mid -height 1/2 to 2/3 truss Less than or equal to 60' Tag Line Tag Line L 10,� Approximately 2/3 to z/a truss length Greater than 60' A 10' 1 10' 2/3 to 3/a truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusseswith similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance withTPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses DSB 89 and A 9 , in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR GROUND BRACING: BUILDING EXTERIOR 1" truss of bra gioup of truss End brace (EB) Frame 2 ss of braced of trusses F 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 4i The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least - two trusses. Top chordsthatarelaterally braced can buckle Continuous togetherandcausecollapseifthereisnodiago- TOChord nal bracing. Diagonal bracing should be nailed p to the underside of the top chord when purlins Lateral BracE are attached to the topside of the top chord. Required View photos ora properlybraced rootsystem at www.tpinst.orgunder the "Publications" link. 10.. End diagonals are essential for stability and must be duplicated on both ends of the truss system. .^„450 Attachmel Required 2p,(0B ) 10 Trusses Spp�HF 2 D.C. / o<\esP 32 WARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. A 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- 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. View photos ofa proper/ ybraced root system at www.toinst.orgunder the "Publications" link. All lateral braces lapped at least - two trusses. =as° End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 Continuous TopChord Lateral Brace Required 10" or Greater Attachment Required 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOPCHORD TOPCHORD DIAGONALBRACE MINIMUM LATERALBRACE SPACING(DB,) SPAN DEPTH SPACING(LBJ [#trusses] SP/DF I SPF/H 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 proiessional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 4i The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least - two trusses. Top chordsthatarelaterally braced can buckle Continuous togetherandcausecollapseifthereisnodiago- TOChord nal bracing. Diagonal bracing should be nailed p to the underside of the top chord when purlins Lateral BracE are attached to the topside of the top chord. Required View photos ora properlybraced rootsystem at www.tpinst.orgunder the "Publications" link. 10.. End diagonals are essential for stability and must be duplicated on both ends of the truss system. .^„450 Attachmel Required 2p,(0B ) 10 Trusses Spp�HF 2 D.C. / o<\esP 32 WARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. A 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- 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. View photos ofa proper/ ybraced root system at www.toinst.orgunder the "Publications" link. All lateral braces lapped at least - two trusses. =as° End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 Continuous TopChord Lateral Brace Required 10" or Greater Attachment Required 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. e e tz _� 4 or greater ,Sr^ ao�o ass e/ S,o�s 0 .o PITCHED TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- TOPCHORD nal bracing. Diagonal bracing should be nailed MINIMUM SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LB) TOPCHORD DIAGONALBRACE SPACING(DBJ #trusses SP/DF SPF/HF Up to 32' 4/12 1 8' 20 15 Over 32'- 48' 4/12 1 6' 10 7 1 Over 48'- 60' 4/12 1 5' 6 4 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF- Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 Lateral Braceous Top Lateral Brace —� trusses. Required 10" or Greater 2 Attachment Required - 92 crtess Top chords that are laterally braced can buckle together and cause collapse if there is no diago- TOPCHORD nal bracing. Diagonal bracing should be nailed MINIMUM to the underside of the top chord when purlins are attached to the topside of the top chord. LATERALBRACE SPACING(DBJ View photos of a properly braced roof system at DIFFERENCE www.tpinst.orgunder the "Publications" link. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A a SCISSORS TRUSS TOP CHORD TEMPORARY BRACING Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir I All lateral braces — Continuous Top Chord lapped at least 2 Lateral Brace —� trusses. Required 10" or Greater 1 Required v 1 Top chords that are laterally braced can buckle together and cause collapse if there is no diago- 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. view photos ofa properl ybraced roofsystem at www.tpinsLorg under the "Publications" link. I Less Frame 3 x45° 12 5F— op, .. TOPCHORD MINIMUM TOPCHORD DIAGONALBRACE PITCH LATERALBRACE SPACING(DBJ SPAN DIFFERENCE SPACING(LBJ#trusses] SP/DF T SPF/HF U to 28' 1 2.5 T 17 12 Over 28'- 42' 3.0 6' 9 6 Over 42'- 60' 3.0 1 5' 5 3 Over 60' 1 See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir I All lateral braces — Continuous Top Chord lapped at least 2 Lateral Brace —� trusses. Required 10" or Greater 1 Required v 1 Top chords that are laterally braced can buckle together and cause collapse if there is no diago- 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. view photos ofa properl ybraced roofsystem at www.tpinsLorg under the "Publications" link. I Less Frame 3 x45° 12 5F— op, .. x45° 12 14 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. "..b0 BOTTOM CHORD TEMPORARY BRACING SPAN BOTTOMCHORD MINIMUM LATERALBRACE PITCH SPACING(LB) BOTTOMCHORD DIAGONALBRACE SPACING(DBJ [#trusses] Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 15' 10 7 Over 48'- 60' 4/12 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. ,,%V BOTTOM CHORD PLANE A .WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Temporary cross bracing at each end of the building and repeated at WEB MEMBER PLANE Frame 4 December 2, 2003 Kraig Kroschel 14736 Carnegie Road Magalia, CA 95954 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 064-710-019 Building Permit Number: 03-3300 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. More plan check correction items may be found upon review of the requested information. NON-STRUCTURAL COMMENTS: ,Provide the kitchen window size on the floor plan. bL2rovide construction details for the required radiant barriers and show on the plans where they are required. Or, provide new energy calculations that do not include radiant barriers. (`Provide plans for your rear deck. AVBecause this master plan will be used for many sites, please remove the North arrow from the plans. STRUCTURAL COMMENTS: 1. Provide a complete cross section through the house, TO SCALE that shows construction methods and materials from the roof to the foundation. Show the roof covering, the insulation values, stud size and spacing, roof pitch, etc. Show the height of the walls. Provide calculations for ALL headers and roof beams using the snow load shown on the trusses. The 4x12 will not work at the front porch, the 4x10 will not work across the master bath area, and 4x 14 won't work across the living room bay window. (� Provide calculations for the cantilevered floor joists in the rear that support a roof load and wall load. (The trusses bear on this wall. Perhaps you will want to put a foundation under the wall) W-1ymay not support braced wall panels on cantilevered floor joists unless the joists are 2x10 0or larger. (Another reason to put a foundation under the wall). 4 lease include the rear pop -out at the master bath on the roof framing plan. XTruwood siding may not be used for Alternate Braced wall panels. Show 3/8 inch plywood under your siding on your bracing schedule. Have your engineer design footings for the large point loads under the two girder trusses. edhow the support for the two girder trusses on the plans. 1 of 2 0 0 lease call out the correct SST bolt for the HTT16 holddowns at your alternate braced wall 0 panels. HD2A's are not anchor bolts, they also are holddowns. !Have an engineer address note 7 on trusses Al and A2, note 8 on A2A, and note 14 on B1, and any other special notes I may have missed. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer 2 of 2 In order to expedite the review of Your plans, PLAN REVIEW RE`SPON'SE'' FORM this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. Ther P e Mowing information and return thus form with your re -submittal response to every item requested in our p� correction letter. ` e must be a v response to each item and the location where the information can be found on the - others" is not considered a valid response. PIease indicate 3 ATTACH THM FORM TO A COPY of v nr in no A.I P% -- - — P��CaICs. � + uATE: !tel �0��}�� I�lo[3 ESSORS PARCEL NUMBER PERMIT NUMBER 061— 71odbcg o-3- :'ONSE FOR PLAN CHECK LETTER DATED: N 17920 C - T -O LA. (- irlr-Dr-UNsh BY: s��,e 5iveal In order to expedite the review of you pl � REo�w RESPONSE FORM this form is not complete, as to all correction items, we will not beableto accepinfortt r return for form W Ther Your re -submittal response to every item requested in our plan correction letter. `By others' m not considered i valid response. PIease in response to each item and the location where the information can be found on the a mud be v ATTACH THIS FORM TO A COPY of Yni in W A 111 - -- plans/calcs, indicate j DATE s. "' vn I' 2 °SSORS PARCEL NUMBER 4 D ` I'D _ a t PERMIT NUMBER o�-�3oo 'ONS E FOR PLAN CHECK LETTER DATED: 21 � 1 CM IF RESPONSE BY: MENTS: ..-.arvlYJC fST: LOCATION ON PLANS/CALLS: =�, nn ►P� M In order toe PLAN REVMW RESPONSE FORM Xpedite the review of your plans, please Complete the followin info this form is not complete, as to all Correction items, we will not be able to accept your re -submittal for review. The g information and return this form with your re -submittal response to every item requested in our plan correction letter. "By others' �s not considered i valid response. Please in response to each item and the location where the information can be found on the re must be a v ATTACH THIS FORM TO A COPY nF vr%t io m A u P CaICS. ��� 3 KP,* 5 Kpogt- gto� AMENTS: eel -�c�. u�Y 259 �✓fac� — CHEC,K�RE)M # RESPONSE B . 03-330D ��W FLoolL F" TO LARRY PAINTER , m SITE PLAN REVIEW APPLICATIOAETURN TO CHICO EH lY� Date: AP# �/ 210 _0/1�1 • Permit Number (if applicable) 3 -- Bin Number "' 1 APPLICANT INFORMATION Parcel Size: Owners Name: r o S GI Owners Address: Telephone No.: Situs Address: Proposed Use: .Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other Septic ❑ Well Agricultural Exempt Building Agricultural ❑ Buffer Form ❑ Applicable /A ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval a Site Plan Stamped Approved itBY Date S' Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ® Snow Load Area: 2c�, `�� SZ�c�-a -� ' • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: D Li Index Date: 4-- '8— 9 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------------------------------- --------------------------------------------------------------- ---------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 2T -- , Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 • • Zoning Code Streets & Highways Fire Prevention Subdivision Map Front O Side S� Side Street Rear [>— SO Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 • • f Applicable Development Fees: • Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other --T ----------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. • Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: [I No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements • ------------------------------ Page 3 of 5 Subdivision Map/Parcel Map: �►� cZ�,�;� ���, �� •�_ Map Date of Recording: 6-1 D—� 0 Lot: ❑ Use Permit/Minor Use Permit Permit Number: :e Date of Approval: Page: -7f, -?V • Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Ple must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank., payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 mod S T R U C T U R A L C A L C U L A T I O N S F O R KRA.IG KROSCHEL RESIDENCE FREMONT DRIVE MAGALIA, CA 95954 KRAIG KROSCHEL-GENERAL CONTRACTOR 14736 CARNAGIE ROAD MAGALIA, CA 95954 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 F O4 EMMMEEMM CIVIL • STRUCTURAL (530)872-0254 FAX (530)872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PROJECT: 4 SU MCT�WHaL Q%LWLZ%UG H3 BY:L/ DATE: �/ a� SHEET No. OF CHECKED BY1--DATE:-JOB DATE: ,�., JJOB NNoo. /! SUBJECT: / ` 1-5 �'�/T +� �i / C�o'ir�7-S �,e�viTY Co41-21-Ps * 4* ,g7 r,)G = /2 pr yr (� Z_L - c 6) A lstl)d4i 7_l ,�=- / le!•/le sit! 1 ¢ -1z• 90 /V, 1VAs)-,7--Z , -- v.�s .¢ Z 4 - ,� R.GE 32434 20¢�,� . %G' Z , 79 �/ Reg, Explres oQ�oFESSi L11 !� % %fc �r C�/9� c % l3 W No. 32 7, 43 A ?/, '7, PZ_ - 72 9 CIV1 2 srl—Z =79) - Z 73 ���� � �Z3'c < ziv¢ FLU EMOoMCSEQome 07QMCWHAL C CALCUL MOMB CIVIL • STRUCTURAL BY: F&T DATE: % SHEET No. Z OF 3' (530) 872-0254 FAX (530) 872-9331 1DDZ 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE:. JOB No. 7.sivs s uC , /' rlze - 0 /r - '? 7 12 ,fir 41 As- 7r- C/. r-� Z-, l6-,,C3�� z �? _ & 79P ��- (foAir , — O At FL7 EMMMEEROM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 SVQMC 7UR&L Q%LWLa700H8 BY: DATE: / O� SHEET No. 3 OF 3 CHECKED BY: DATE: JOB No. �D�Z 4��. 1,-173- <,/v. -Z>-7 _ 7 ,-, o 'er s �,� Ar 14p,� _ r. 1PFf!r S`V sr -- 73.7 — 2t.�Q. �vyos D.,.t 2 -7z -:w /O — Tevss ex 2 f o �,.� � � 79.E l• 3�3��6 � , �0 �c - 45�1,e ' �x /2 /'l�z - Co �-z� &//,c) �L - Z�IX77-f c � l�s� 2 ¢ SrvosCll6'�a , 2- 0,r � GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE CALIFORNIA BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 18" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO CBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE (U.N.O.): 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 6x MEMBERS - D. F. NO. 1 10. LAMINATED VENEER LUMBER (LVL) SHALL OF GRADE 2.OE STRUCLAM (SL) AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. (ICBG REPORT NO. ER -5718) OR 2.OE PARALLAM (PSL) AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBG REPORT NO. ER -4979) OR APPROVED EQUAL. 11. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD. 12. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (INCOMPLIANCE WITH TABLE 23 -II -H OF CBC - DIAGRAM CASE 1), U.N.O. 13. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO.23-II-B-1 OF CBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 14. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 15. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 16. HE ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2500 PSI MIN. IN 28 DAYS. 17. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 18. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 19. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. Natibnal Pollutant Discharge Elimination System (NPDES) Phase II & 'SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BNIPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BNTs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BNTs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan CDF FIRE SAFE REQUIREMENTS 71 D- AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 60-71ti-iq G'3- 3.3 DO &�) L, AP# PERMIT* NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X] 1.Gate entrances shall be at least two feet wider than the roadway it serves. [X] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. �] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, .1. burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 �1-1-71q -- (57 AN 3-3300 PERMIT Other Requirements [ ] If Building Setback is 15 to 30 Feet- - Class A or B roof and Enclosed Eaves IZ44 L NAML [ If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed '\ Eaves and: �oose any 2 of the following: Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback X Siding from the following list.- Stucco ist:Stucco — 3 coat ardi- Board r Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 13(.V•bo F f- a""T O FJ J E .7 75 in w N P x..01 mp& �P tom• oc� 7to- ora IE I Luv 0 1 t)4= (, X Y4 ..1J u.A L _:i�a r_... Rr-b Wood i i i r cxe- I- Dr. Ni -A&A- l.i_A----,GP�._ to "O In fo --------- c :';? ' ORPo4rG KK►_��cc Chico, CA RE pwoo-D Dc� APPROVED Butt�j XCounty ronCZ Health Fce.. N ego > ^ GFT IMEA- hE k'. FR ,-f— v Z2' 137,75 5". PL -,OT- lvmA& APPROVED ENVIR0NMFrJT-!,,!, '471,1 Rue YE Butt County Environ Health SEP 2 3 A ", - 19 /-4� CHICO% CALIFORNIA