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064-270-017
f r-. f Q 1 2 Go W m 064-270-017 01-1485 3 1 MADDEN, MATTHEW &JENNIFER"G r' I`q18 CLUSTER CT. MAGALIA 11 CONT: OWNER^AV• 13,0' NEW 4 BR Sf I r i t • j �c 1 v A: '�:,,-..spa,..tea.-.��eaei���..�":'+.er'.,.�wtsc..asr,�:�»x.-.�...;.�x•.�,+wa+..a.:;..,:�..... _r . , _ � } •� / r � NOTES RESIDENTIAL `064-270-017~ O 1-14S5 MAI EN, NIATT.i--IEW & JENNIFER CLt1STER CT. MAGALIA CONT: OWNER NEW 4 BR SF SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB- ANDARD HOUSING LETTER �-iplA rLa.Q �or $�l C Cer4, � ����� OFFICE COPY IAddress 1 GAS 1_ Meter. B Date ELECTRIC ��jj %/�� Meter By _ Da2 AW01 i a I, i• JOB FINALED (Date) ` , j Signature =OK 0 = Not OK = Not Applicable =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) 6. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 7. 6. Gas; Location -Test -Wrap; -/ /" L 'ft. / P Nat. or / /"L"ft./ PLPG 8. 7. Well Clearance & Disconnect 9. 8. Utility Clearance 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 MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date LWderfloor (Plans) OK except #'s 0 (,%Ftg., Main; Soils -Elea Grnd.-/ /" Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth tg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth e ails, Main; Sfeel- Blockouts-Wrapped (6 t walls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab, e,)j IC \ U 1 /Piers -Fireplace Ftg.-Steel W.V.; all-Fitti -Test-2 Way C/O• 10. J,16F, Gas Pipe; Size Anchors and Gas Pip' g e Test Water Pipe; Test -Anchors -Regulator -Service Test --- -t2- Ex'ctric est-t2-uric Underground ,c)j Cl(1 , -) '1S �nums & Ducts; Clearance -Material -Support -Ins. UO!f Vfers-Sills-Anchor Bolts -Joists- Vent s-Crippies :ess & Ventilation ulation til . L Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P BING (Permit) OK except #'s ater Htr.; Vent -Access -Combustion Air Baffle Pipe; Test & Anchor -Nail Protection <fWdroom D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Te ub & Shower, Second Floor -Tub Access C2Gas Pipe; Sixe & Anchors F' eplace or Stove, Clearance -Hearth 7 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELE RICAL (Permit) OK except #'s DateAMING i x!jjtFe & Transformer Clearance -Ins. Protection Duct in Garage -Damper I . Receptacles Spacing -Lights & Switches at Doors 69"'S!,ze Boxes & No. of Conductors Stapled P ., EIec. & Mech. Equip. Listed for Location Romex Installed Close to Edge of Studs & C.J. ec. Receptacles in Garage (F.F.I.)-Romex Protection ip. Ground made up w/Mech Fasteners -Bond Gas & Water 6,'12' Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle/ / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No 3,1/Service-Riser Conductors & Ground Main Disconnect 3P.,Equip. Clearances Panels-Motors-Mech. Equip. 33ZIothes Closet Light -Shower Light -Spa Light b41155moke Detector Date Card B•1 Date Card B-1 Date Card B-1 Date Card B•1 Date M HANICAL (Permit) OK except #'s A.C.Ducts Insulation & Support <fWdroom 30"VenZan, Exhaust above insulation 6 7 ondensate Drain & Overflow, Size & Grade 8. urnace-Vent Access -Comb. Air -Return Air Vent 115 outlet � 8- pvs & Rails 3B!ttic Access & Platform if Furnace in Attic F' eplace or Stove, Clearance -Hearth 7 c. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 DateAMING (Permit) OK except #'s Duct in Garage -Damper Sills roper Materials & Anchors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in arage; Above Floor -Mach. Protection all Studs•Nailing Spacing & Braces- Plates- Sound P ., EIec. & Mech. Equip. Listed for Location e ' g Walls over Girders & Floor Nailing ec. Receptacles in Garage (F.F.I.)-Romex Protection PfjZr2Stop in Walls (rat proof) In lation-Foam-Looked in Attic 50�F' Stops, Furred Ceilings -Stairs -Chasers -Tubs Rails & Deck Construction -Post Caps Headers & Beams -Size & Bearing Date FRAMING (Continued) ,0 gers-Post Caps -Anchors -Connectors Cli . Joist-Rftr. Ties-Purlin-Roff 6rac.-Truss -Shting.-Rfng. Aaefirwace Ties or Type A Flue -Fireplace Throat Clearance At 'c Access; Size & Romex Protection -Draft Stop -Ins. Baffles Urm. Windows or Exiting Doors -Sill Ht. & Dimensions 'Parage Fire Protection Framing 54aperty Line Firewall & Openings 5 Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection %ollivwood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access &e—GI ' g Area -Glass Protection -Skylights -Plastic Q Sh alts; Nailing -Bolts rageTnterior/Exterior Wall Panels Date f ///SCard Bji/��� Date fl /(/ / Card B'r�1J Date Card B-1 Date r �� '7` Card B-1 Date FINAL (Plans) OK except #'s 6 . Steps -Door & Sidelight Protection -Landings S22ke Detector urnace Vents -clearance -Comb, Air -Connector - I arage; Above Floor-Ducts-Mech. Protection <fWdroom Exiting 6 .F.I. & Bath Fixtures & Tub Access -Spa 8. Elec. Trim & Subpanel, Breaker Sizes & Labels � 8- pvs & Rails 7 F' eplace or Stove, Clearance -Hearth 7 c. Outlets at Wood Panel, Int. & Ext. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7 ec. Outlets & Receptacles at Kit. Counter ,7,e.'Garage Fire Door; Swing -Landing -Closure 7 Duct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in arage; Above Floor -Mach. Protection 7 P ., EIec. & Mech. Equip. Listed for Location 78. ec. Receptacles in Garage (F.F.I.)-Romex Protection 7 . In lation-Foam-Looked in Attic 8a.—'Guard Rails & Deck Construction -Post Caps 8 Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld ive D Yes D No/Walks J Yes J No/Planters D Yes J No 83. Stucco wn-Finish 84. . Unit Disconnect, Electrical -Plumbing 8 encs Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing 8 xterior Elec. Trim, G.F.I. Receptacle -Underground 8 . Ventilation Throughout House 9fY Correc' ns from Previous Inspections 91. est -Meters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 9 ergy Compliance Certificate -Other Certificates 9 Address Posted Date Q—Tard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5 -7541 PERMIT, NO. (Rev. 12/96) , APPLICATION AND PERMIT - 0,/`/q ASS616r PITU6 LF zffG BUILDING PERMIT OWNER MADDEN MATTHEW & JENNIFER TELEPHONE 895-4908 SO. FT. OCC. BUILDING VALUATION .OWNERS MAIuNG ADDRESS 13902 CLUSTER CT. MAGALIA CA 95954 1997 R 107,818-00 125 C 1,625-00 CONTRCONTRACTORS'S NAME OWNER TELEPHONE 600 11 in,goo-on CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace A 1,500-0 Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ /.6573 BLII I CLUSTER CT. MAGALIA, CA 95954 Energy Plan Checking Fee $ 1 $ PERMIT FEE $ 12 2 LOT NO. 69 PP#1S 38-42 44 SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF N Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 0 7.00 70.00 - Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New h Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW 4 BE SF Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE S 150.00 ELECTRICAL PERMIT I Fling Feel 20.00 _."OR LESS Main Service zo.A OR LESS 23.00 3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. NO. 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 I000A 46.00NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BLDS. SO p 3.5g!,. 0.09 �µR6IDT MULTI.OUTLET Co POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES 20 @ 1'00 BAS o .so Ex. Occup.oFlx s P OR1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 133.89 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 15.00 Cooling5.00 Hood 6.50 6.50 Ventilation PERMIT FEL: $ 80.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation Xof 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 provisions. �,/ X if Date -o Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ Al CONST. TYPE VN I TOTAL FEE $ HAZ. D. F IMP FLOOD CDF PARCEL Fp HD ISSUE This permit is hereby issued under of the Butte County ode and/or indi a bo for ich fees have /�/'�., By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date to Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSES PINK-INSPECTO GOL NROD-APPLICANT CdiJ11TYOF,BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING- DIVISION 7 COUNTY CENTER DRIVE<- ORO.VILLE, CALIFORNIA 95965 -TELEPHONE (530) 538-75411 PERMIT APPucATioPv DATA SHEET OWNER 1Je.4,-v,,1eA, SAS R PARCEL NUMBER: Proposed°Building Use: +At j ve't, _ Building Inspector: Date: p At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By❑ .iems have been submitted --------- --- ~----'�„�-'--.'��'== y--------- -------------- -- ❑ t plans, 3/4 sets, signed by the preparer of plans. -------------- ------ ----- --_------------❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------- - ----- 1__• _ _ _____________- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineer �b� 9�n plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 6 \ ner* esign Compliance and supporting documentation. ------;---------------------------------------------- } to went of Intent for Non -Heated and A/C Buildings.----------------------------------------------------- --- dous Material Fom}. --, --------�--- ---------- --------------------------------------- - ❑ ' M ufactured Home data and installation instructions cluding Tie Down Specifications .------------- - - ti\ *sem•--� ----�- � - ----------------------------------------------- � act fees as shown on the attached schedule.----------------------------------------------------- 2. California Department of Forestry plan approvaUfees. ----- - ----------------------------------------- Ell 3. Flood elevation certificate. ---------------------------------------------------------------------------------------- `4. Sanitation and plot plan approval Jl0 Health Department. ------------------------------------------- Ell 5. ------------------------------------------ ❑15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot'plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (� (B) Parking: _ 6 ❑ 1 Con ct Land Development• about ❑ In rovements, ❑ Dramag , agal Parcel l. ----------------------- croachment Permit for Pre -inspection driveway (construction approval prior to occupancy)• ---------------------------- for a required Request to Building Inspector on r (Date) 021. Contractor's license information. (Number, Name Style, Classification).--------------------------------- 1122. -------------------------------❑22. Workers "Compensation carrier and policy number.----------------------------------------------------------- a2�ner-Builder Verification (Given to owner El, Mailed to owner ❑).----------------------------------er of si ature authorization. orded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- '❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- >w' ❑28. Existing violations and/or expired permits. ______________________________________________________________________ ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . _______________ ❑30 ;Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. elephone % / o and hold for pickup at �� o office. ❑ Deliver with inspector. _ Applicant: M & N� Date: f Copy of Haz-Mat form sent ❑ Health Department,' ❑ Fire Dep ent, Air Pol ution Date: j By: \f% 1 7 , Copy of plans sent ❑ Health Department, 11Fire Departure Oth : Date: ' By: + {� �i`' y 1. Index permit application for the above items numbered: ❑' Plan Check List y 2. Additional items required: Contractor, designer, owner, was advised of the Tabove required -data •byz phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by,4 phone,• o mail, ❑Building Division counter, by Date: Contractor, designer, owner, was advised of the above requir6d data by o phone, o 'mail, ❑ Building Division counter, by ate: . Plans reviewed by: Date: J i Plan's approved by: W2, Dater Sets of plans on hold in 0 Plan Cabinet, o A.P. folder: Note transfer by: Date: ti 1 .r 1, 7 :a C cl a i% US e o N L Y ' I Plot Plan Attached `floor Plan Attaeh.d {Sant to B.O. I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# ! Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other wZr,)veAe-d aazc.d Hold final for: 67 ca,--6- Final clearance O.K. for: NOTE: Be -IL -1-1 l 6 - LS -UI Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER /"Iltm i -j / J J (en, AAIa'4>x' / A.P. # 6: / ' 2-% - R OSED BUILDING USE 'Vaal 116° S� DATE 4� z RECEIPT # TE REC. BUILDING PERMIT FEES --Balance Due ........................................................ $ V --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) VSD SHERIFF FEES (paid at Building Division) Residential .................................... 6eJC— x $360.00 = $ 3�c� -- 1 Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6.THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 3 2-Y-360 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. APPLICANT � , '"' DATE 63 I i Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div.. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) School District A.P. Number Property Owner BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) (-CL a 6u� W-Y�4 A C d- M( 01 ( Jurisdiction: City -Fed' Property Location/Address Building Department No. County Cc CO P,kl Subdivision , t" r t o. UJB 15— Lot No. ` a 69 �J Residential Development :.................................................................................................................. Sq. Footage q� No of Living Mobile Home Addition/ "Supplemental to (Group R) units Installation Conversion Permit # .... ....... ....... '(No foundation inspection): ....p. ,,, ,.�' �..�,. J �.,...`v. r �-. i.. '.�1!t'f�►.�..�i. �t.-_1 ^v�..+X.yt+`+;.Y_ a�,e�.. -�. .-.=kw-, �.-4:�.'a • t�'6j.!"�Mlt+w�.. _...r- �. ••n4 i-.. �.. r� _♦ - .� .1: .. CommerciaUlndustrial 1 Sq. Footage New Addftion (Including Exterior Building Department Representative Date Roofed Areas) 3 01 fnoor rians reviewea oy bcnooi uistnct versonneu Distri t Identification No. School District certifies that ��i%'% / �L�!_ � L�(�1L.,.• (Applicant) (Street Address) (Phone Number) (City) (State) JZip Code) 1 "rk — has complied with -the requirements of Resolution No. by payment of $ C% �i representing / / square feet. AS 2926 $ FULL MITIGATION $ t 5 a7•=a`./�7'¢.��'I 4itSri�•-.. .�'.'�'...r�_. •.,•,L,4-e`.'°'�.-r .. '-•'`..+... ...;,` ,.t«.e6�.. _.i :.}--: '��='.�` ,. �:•fb±=; .-t, ��?.,�.,,a_s: +r -l.0 q..rt•�S<^.rvi-LCL.. T•. School District Representative ., Date PaidbyCheck # / a F Notice: You may protest the imposition of the fees identified above by submitting a written protest to the *District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are y paid. Failure to submit a timely written protest will prohibit , you from challenging the imposition of the fees iri any court action. .. If; subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is' notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA) { F. this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school. district) feeform.x)s (10/98)dmm (i COUNTY OF BUTTE r BUILDING DIVISION aA DEPARTMENT OF DEVELOPMENT SERVICES - w 411 iMain Sireef • Chico,'CA-- (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 yJ �% CORRECTION NOTICE OWNER PERMIT NO. r 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 f completed. If you have any questions pertaining to this matter, or need additional explanation, _ HtV 1( /VZ 11 i 'A w� 1. d i a • i CERTIFICATION DF INSULATION ti IS MANUP-AU I UHtH 5 I HUVUG I LU. I MANUFAU I UHtH-s 1'H000G I LU M ANUFAU I UHtH-S YHUUUG I LIJ MANUFACTURER MANUFACTURER MANUFACTURER !I ADDRESS OR TRACT SACRAMENTO INS l]1T10N CONTRACTORS OCF / / E]P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 BAGS •` LOT M 1 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 R - VALUE APPLIED R - VALUE P.O. BOX, 9651, FRESNO, CA 93793-9651 LIC. #202026 MIN. INSTALLED R - VALUE APPLIED ❑ P.O. BOX 1631; RENO, NV 89505 LIC. #10675 THICKNESS INSTALLED THICKNESS 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. 41"01675 INSTALLED THICKNESS DATE.INSU'ATION COMPLETED . ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL FIBERGLASS MATERIAL I, - I FIBERGLASS_ OCF FIBERGLASS. - � • . . FIBERGLASS FORM FORM ll '_ FORM W R GRACE i BATTS BATTS & BLOW BATTS , MANUP-AU I UHtH 5 I HUVUG I LU. I MANUFAU I UHtH-s 1'H000G I LU M ANUFAU I UHtH-S YHUUUG I LIJ MANUFACTURER MANUFACTURER MANUFACTURER !I White - Builder copy, Green - Builder copy, Yellow - Customer copy SIC -303 Pink - Attic copy, Gold - File copy OCF OCF OCF BAGS I. 1 R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE 0 MATERIAL - FORM R VALUE MANUFACTURER FIBERGLASS BATTS1 I, - I OCF AIR INFILTRATION SEALANT MATERIALMANUFACTURER t ll '_ W R GRACE i _• - , 1 .. _ . THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITHxAPPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE 2t -'INSULATION CONTRACTOR i . ti `w- �{ TITLE. I DATE t r MANAGER ! • SIGNATURE vGENERAL CONTRACTOR TITLE DATE ' REMARKS' ' ! t- .. J i White - Builder copy, Green - Builder copy, Yellow - Customer copy SIC -303 Pink - Attic copy, Gold - File copy \ `C1 !11 �� O � INTER -DEPARTMENTAL MEMORANDUM a u�. TO: BUILDING DIVISION, OROVILLE FROM: r ENVIR. HEALTH, CHICO DATE: — _ RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAMSEPTIC:_ WELL: E A�( I��C�i Ar#: (Yo 4 270 OI ADDRESS/LOCATION: LOT oC L) Comments: ` ourneiros/ecluichold y ` M L TO: � Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor an AttachSd U Sentto"fl.A. { Owner Location AP# Plan Approved fo : Sewage Disposal X– Water Supply: Public Private Well Clearance for ,dwelling. Other Hold final for: Final clearance O.K. for: (VOTE: OiW 1Wr i Enviro mental Health Specialist 3 N���— ��a``te �� Va 8/96 MCA(- �� 03/04/2002 MON 08:30 FAX CPD DETECTIVE BUREAU 10002/002 1- 7 - 'MM F CA, Lir /* —7 vzz t > r aim 77 Lk mle ac) ts{__- I I j• i.. I. i , _! �.- I _ I moi. ( _�.i_.. i eNq <6 > .7 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: , , ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: xtwSEPTIC: ZV7— WELL: AP#: 4 -2 70 - o (2 ADDRESS/LOCATION: L'QT 2 q Comments: GL/memos/releaseho Id Department of Development Services Building Division 7 County Center Drive 1 Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998Xalifornia Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings: • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide %"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) Page 1 of 2 Owners Name: 'D K( Building Permit Number: Q1 — I $� Plans Examiner: Martha Christy • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your. parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V. A. C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of 'from the side and 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect: Page 2 of 2 Owners Name: Building Permit Number: (0(— 14 R � Plans Examiner: Martha Christy ..GREGORY A. PEITZ ARCHITECT 383 RIO UNDO AVE., CHICO CA 95926 (916) 894-5719 Structural Calculations For: AR \V�. t3►C A Y q. No. C 31283 cls .�� REN. DEP 9 . I •aR3 0 cJ.ek LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=Ce CgQs1 WALLS. T-^ .62 * 1.3 * 14.5 * 1.0 =..01 17 ksf @ 15 ft. ..... P =.67 * - 1.3• * 14.5'* 1.0'= .0126 ksf @ 20 ft P =.72 * 1.3 * 14.5 * 1.0 =.O 1 36 ksf @ 25 ft. P =.76 * .1,,3 * 14.5 * 1.0 =.0143 ksf @ 30 ft... ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. P=.72 * 1.0 * 14.5 * 1.0=.011, ksf. @ 25 ft. P =.76 * 1.0 * 14.5 * 1.0 =.01 1 ksf @ 30 ft. ROOFS `"x."12 TO 12:12 P =.62 * LI * 14.5 * 1 .0 =.01 0 ksf@ 15 ft. P =.67 * 1. 1 * 14.5 * 1 .0 =.01 I kst@20 ft. P=.72*LI*14.5*1.0=.012 ksf @25 ft. P=.76* 1.1 * 14.5* 1.0=.012 kst @ 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads 'ROOF LOADS: 16 psf dead load + 16 psf Jive load = 26 psf total load FLOOR LOADS: 1.0 psf dead load + 40 psf. live load =. 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with I -coat stucco or siding 22-141 50 SHEETS \ 22-142 100 SHEETS 22-144 200 SHEETS -10 -N ._y 22.141 50 SHEETS 22-142 100 SHEETS Qq,� 22-144 200 SHEETS . c r. r' • a 9 � -10 -N ._y 22.141 50 SHEETS 22-142 100 SHEETS Qq,� 22-144 200 SHEETS . c r. r' LULUUA WW W WW W x x N KM N eev N N A HrN kI 5h. O ; TI 4 .ti 1 t � I 7, 1 41 4 "1 C (-L C/ -, /�o �f . e -ems 4aC, r i� _.. . ; Vj P7 -.Ole GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (91.6) 894-5719.. PROJECT: �a.r•., /�.g� I have reviewed the truss submittal for the above project and all loading .design .criteria have been met. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R {r Project ,Title,. ; The Madden Residence _ .� ��, -Date. ;:06/14/01 14•:39:46- Pro�ect Address........ Cluster Court ******* Paradise *v6.00* ( 49 - Documentation Author... Marty Runnells ******* © Bui inrmit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone....... 11 Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.00 File -01219S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2188 SF Res. -Submittal Component Type Wall GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction'Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing rercencage......... Average Glazing U -value.... Average Glazing SHGC...... .. Average Ceiling Height..... Frame Type n/a 1997 sf Single Family Detached New Front Facing 315 deg (NW) 1 1 Raised Floor 17 0 of floor area 0.45 Btu/hr-sf-F 0.44 8.6 ft BUILDING SHELL INSULATION Cavity Sheathing Total Assembly R -value R -value R -value U -value Location/Comments R-19 R-n/a R-19 0.065 Door n/a R-0 R-n/a R-0 0.330 Wall n/a R-13 R-n/a R-13 0.088 Floor n/a R-19 R-n/a R-19 0.037 Roof n/a R-30 R-n/a R-30 0.031 FENESTRATION Area U- Interior Orientation (sf) Value SHGC Shading Window Front (NW) 20.0 0.420 0.410 Standard Window Front (NW) 16.0 0.420 0.410 Standard Window Front (NW) 6.3 0.410 0.410 Standard Door Front (NW) 10.0 0.550 0.650 Standard Window Front (NW) 30.0 0.420 0.410 Standard Window Left (NE) 12.0 0.420 0.410 Standard Window Back (SE) 20.0 0.420 0.410 Standard Window Left (E) 15.0 0.420' 0.410 Standard Window Back (SE) 25.0 0.410 0.410 Standard Window Back' (S) 15.0 0.420 0.410 Standard Door Back (SE) 20.0 0.550 0.650 Standard Window Back (SE) 54.0 0.420 0.410 Standard Window Back (SE) 41.0 0.440 0.410 Standard FRONT, KNEE WALL LEFT, BACK, BACK LEFT BACK RIGHT, RIGHT ENTRY, TO GARAGE TO GARAGE RAISED FLOOR TO ATTIC, VAULTED Over - Exterior hang/ Shading Fins Standard Yes Standard None Standard None Standard Yes Standard Yes Standard None Standard Yes Standard None Standard None Stan d None StAu, C(; UNJ yYes S,,, nlard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL. Page 2 CF -1R Prom- ant Ti r 1 a Tho M,AA-r MICROPAS6 v6.00 File -012195 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2188 SF Res. -Submittal FENESTRATION Tank Type Storage Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .6 50 REMARKS External Insulation R -value R- n/a du RE '"°:, e z DSPARTM, APPROVEvt, Over - Area - U- _ "'.'°Interior Exterior hang/ Orientation •(sf) Value SHGC Shading Shading Fins Window Back (SE) 30.0 0.410 0.410 Standard Standard Yes Window Right (SW) 10.0 0.420 0.410 Standard Standard None Window Right (SW) 4.0 0.420 0.410 Standard Standard None Skylight Horz 6.0 0.940 0.730 None None None Skylight Horz 6.0 0.940 0.730 None None None HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Gas 0.800 AFUE Attic R-4.2 No No Setback ACSplit 13.00 SEER Attic K -4.L Ivo No Setback WATER HEATING SYSTEMS Tank Type Storage Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .6 50 REMARKS External Insulation R -value R- n/a du RE '"°:, e z DSPARTM, APPROVEvt, r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R PrnPrt- Tit -1,- mY,o turnAA-- -•.�- ---- ;_ . _ 1U C11 t_.t-- Date. U. b./14/U1 14:39:4 MICROPAS6 v6.00 File -01219S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2188 SF Res. -Submittal COMPLIANCE STATEMENT This certificate of compliance list's the building features and performance specificatn ios 'needed_ to' comply with Title -24, Parts 1 and 6 of "the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 383 Rio Lindo Chico, CA Phone.. C;'�n QQa q710 License. G Signed. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove AvG..ue, Suite E Chico, CA 95926 wal � Lte) dump CID'wav MyotZPA erWAAPP,[?0VZr , MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page l MF -1R Project Title.......... The Madden Residence Date..06/14/01 14:39:46 -'Project=Address. Cluster Court _ ******* Paradise *v6.00* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone......... 11 Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.00 File -012195 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2188 SF Res. -Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R-Va1uz-_. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply ..,L_-gn- Enforce- er ment ,/1' v' to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. 01& V 0 016 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title. . The Madden Residence Date..06/14/01,14:39:46 MICROPAS6 v6.00 File -012195 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2188 SF Res. -Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h) Heating and/or cooling loads calculated in accordance / with ASHRAE, SMACNA or ACOA. 150(i) Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest Lu water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank._ *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated t3 a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B.- If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape isused in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulatio /'JE pump time switch. g�B 115: Gas-fired central furnaces, pool heaters, spa heaters dimft V household cooking appliances have no continuously burning.: 0�sp'j' , MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title. The Madden Residence Y Date..06/14/01 14:,39:4.6,,., MICROPAS6_ v6.00 File -012195 Wth-CTZ11S92 Program -FORM MF -1R. User#-MP1333 User -Energy Calculation Servic Run -2188 SF Res. -Submittal pilot light (Exception: -Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to t'= '._;tchen 150(k)2: Rooms with a shower or,bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. -150(k)2.; and recessed ceiling fixt—es / are IC (insulation cover) approved. I azo; PF6 COMPUTER METHOD SUMMARY Page 1 C -2R Project. The -Madden Residence Date-; .06/14/0.1 14:39:46 •= Project"Address........ Cluster Court Paradise *v6.00* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico; CA 95926 530-894-8466 .-Climate Zone .... . .11 . Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomn. Inr_ MICROPAS6 v6.00 File -01219S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2188 SF Res. -Submittal MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 15.17 13.92 1.25 Space Cooling........:. 11.90 14.73 -2.83 Water Heating....'...... 13.05 11.40 1.65 Total 40.12 40.05 0.07 *** Building complies with Computer Performance *** Zone Type HOUSE Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazi- T? -value.... Average Glazing SHGC....... Average Ceiling Height..... 1997 sf Single Family Detached New Front Facing 315 deg (N"" 1 1 ReducedYear Raised Floor 1 17263 cf 0 sf 17 % of floor area 0.45 Btu/hr-sf-F 0.44 8.6 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat (sf) (cf) Units itioned Type 1997 17263 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2 0aft:andard No ', t'�� 11, 1 1 . 1, COMPUTER METHOD SUMMARY Page 2 C -2R Proje,ct_Title,.,..,. , ,...... The. Madden Residence _.,.,. Date.. 06/1 4 /ni 14 • IA - Ar. MICROPAS6 v6.00 File -01219S Wth-CTZ11S92 Program -FORM C -2R User##-MP1333 User -Energy Calculation Servic Run -2188 SF Res. -Submittal Surface HOUSE 1 Wall 2 Door 3 Wall 4 Door 5 Wall 6 Wall .7 Wall 8 Wall 9 Wall 10 Wall 11 Floor 13 Roof Orientation HOUSE 1 Window 2 Window 3 Window 4 Door 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Door 12 Window 13 Window 14 Window 15 Window 16 Window 17 Skylight 18 Skylight Surface HOUSE 1 Window 4 Door 5 Window 7 Window Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Front (NW) OPAQUE SURFACES 0.410 315 Area U- Insul Act 0..420 Solar Form 3 Location/ (sf) value R-val Azm Tilt Gains Reference Comments 277 0.065 19 315 90 Yes None FRONT 10 0.330 0 315 90 Yes None ENTRY 222 0.088 13 315 90 No None TO GARAGE 18 0.330 0 315 90 No None TO GARAGE 73 0.065 19 315 90 Yes None KNEE WALL 312 0.065 19 45 90 Yes None LEFT 303 0.065 19 135 90 Yes None BACK 13 0.065 19 90 90 Yes None BACK LEFT I _� 0 . 065 1_0 '1-80 90 Vcc nT--r 1:7At-T7 nTn_T 306 0.065 19 225 90 Yes None RIGHT 1997 0.037 19 n/a 0 No None RAISED FLOOR 225 90 30 n/a 0 Yes None - ----- �., �_ 1 744 0.031 30 315 14 Yes None VAULTED FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Front (NW) 20.0 0.420 0.410 315 90 Front (NW) 16.0 0..420 0.410 315 90 Front (NW) 6.3 0.410 0.410 315 90 Front (NW) 10.0 0.550 0.650 315 90 Front (NW) 30.0 0.420 0.410 315 90 Left (NE) 12.0 0.420 0.410 45 90 Back (SE) 20.0 0.420 0.410 135 90 Left (E) 15.0 0.420 0.410 90 90 Back (SE) 25.0 0.410 0.410 135 90 Back (S) 15.0 0.420 0.410 180 90 Back (SE) 20.0 0.550 0.650 135 90 Back (SE) 54.0 0.420 0.410 135 90 Back (SE) 41.0 0.440 0.410 135 90 Back (SE) 30.0 0.410 0.410 135 90 Right (SW) 10.0 0.420 0.410 225 90 Right (SW) 4.0 0.420 0.410 225 90 Horz 6.0 0.940 0.730 315 0 Horz 6.0 0.940 0.'"^ 315 0 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 None/1 None/1 Left Fin Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.6o None/1 None/1 Right Fin- Dpth Hght Ext Dpth Hdlit An/a 'n/d1 kn,/za n/a n/<a: yn�./a, n/a ri/aq n/a n/a n%'a i n`%a ,gra/ate Mn/a n�,a � .Fat. OVERHANGS AND SIDE FINS Window- Overhang Area Left Rght (sf) Wdth Hgth Dpth Hght Exc Ext Ext 20.0 n/a 4 2 .5 n/a n/a n/a 10.0 n/a 3 9.33 1 n/a n/a n/a 30.0 n/a 5 7.33 .5 n/a n/a n/a 20.0 n/a ,4 2 .5 n/a n/a n/a Left Fin Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.6o None/1 None/1 Right Fin- Dpth Hght Ext Dpth Hdlit An/a 'n/d1 kn,/za n/a n/<a: yn�./a, n/a ri/aq n/a n/a n%'a i n`%a ,gra/ate Mn/a n�,a � .Fat. COMPUTER METHOD SUMMARY Page 3 C -2R Project, Title. The. Ma dden..,Residence. Date..06./14•/.01..... 1-4.s-'49-4ti MICROPAS6 v6.00 File -01219S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2188 SF Res. -Submittal OVERHANGS AND SIDE FINS Surface Area (sf)' __ Window— Wdth Hgth Overhang Left Dpth Hght Ext Rght Ext Ext Left Fin Right Fin— Dpth Hght Ext Dpth Hght 11 Door 12 Window 13 Window 14 Window 20.0 54.0 41.0 30.0 n/a 6.67 n/a 6 n/a 6.83 n/a 5 6 .5 n/a 2 .5 n/a 2 .5' n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS System Type Minimum Efficiency Duct Location R Duct Tested Duct -value Leakage ACCA Manual Duct D, Eff HOUSE Gas ACSplit 0.800 AFUE 13.00 SEER Attic Attic R-4.2, R-4.2 No No No No 0.737 0.645 WATER HEATING SYSTEMS Number Tank External Tank Type Heater Type Distribution Type in System Energy Factor Size (gal) Insulation R -value I c+-nrage Gas Standard 1 .6 50 R- n/a REMARKS .rte. r .l ti f:. , C f HVAC SIZING Page 1 HVAC Project Ti.tle......:... The-MaddenResidence Date_. .06/14/01 14:39:46 ' Proje.Cluster ct'Address....... Court ' ******* Paradise *v6.00* Documentation Author... Marty Runnells ******* Building Permit Energy,Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate .Zone. .... ........ 11 Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomn. Inr_- MICROPAS6 v6.00 File -012195 Wth-'CTZllS92 rrogram-HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2188 SF Res. -Submittal GENERAL INFORMATION riL)or Area ................. Volume ..................... Front Or ----__-__3n . Sizing Location............ Latitude ....... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... ...... .�._--""7... . ... . . . . . . Interior Shading Used...... Exterior Shading Used.. Overhang Shading Used....... Load Fraction....... Description 1997 sf 17263 cf Front Facing 315 PARADISE 30 F 70 F 99 F 78 F 34 F Yes ves t C 6 0.20 HEATING AND COOLING LOAD SUMMARY (Btuh) r Opaque Conduction and Solar...... 9973 Glazing Conduction. "_31 Glazing Solar .................... n/a Infiltration ..................... 9819 Internal Gain .................... Ducts ............................ 2592 Sensible Load ..................... 28515 Latent Load ...................... n/a deg (NW) --- _Lily (Btuh) 4492 3219 8410 2963 2325 2142 23558 4712 Minimum Total Load 28515 287,7n Note: The loads shown are only one of the cr__,:.Lia affecting the selection of HVAC'- e^ruipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. PP110 z. FV LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor System's (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: M A 6 D a ) Address: C L-qSTuk Ci - R w un AP#: Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• Timber Products Ins ection, nc.GO—UNIT P.O. Box 20455 -INNG ®EPARTPv4 . Portland, OR 97220 (503) 254-0204 APPROVEr, 4,. LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, .quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for ❑ Do Not cut or remove plates. handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. GE FILL Al GE G MADDEN RESIDENCE E1 L H ■ ■ f: CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 I -2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 'ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T -BRACE. L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH . FACE OF WEB. AAL IN A G. REFER 10 HIB -91 (THAI ITUTE, 593 D'ONOFRIO DR. ERFORMING THESE FUNCTII TTACIIEO STRUCTURAL PAI ■rIMPORTANT;r 1'URNISII I INCERED PRODUCTS, INC. S F FAILURE TU BUILD THE ;HIPPING, INSTALLING AND OF NDS (NATIONAL DESIC T -BRACING OR _ L -BRACING: CE APPLY TO EITHER SIDE OF WED T -DR : NARROW FACE OR ATTACH WITH 16d NAILS AT 6" O.C. L -BRACE BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T -BRACE L -BRACE SCAB BRACING; APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH IOd NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH ESS DTIIERVISE INDICATED, TOP CHORD SHALL HAVE BOTTOM CHARD SHALL HAVE A PROPERLY ATTACHED RIG THIS DESIGN TO THE INSTALLATION CONTRACTOR. f BE RESPONSIBLE FOR ANY DEVIATION FROM THIS IN CONFORMANCE VITA TPII OR FABRICATING, OF TRUSSES. DESIGN CONFORMS VITA APPLICABLE ICATION PUBLISHED BY THE AMERICAN FOREST AND ORS ARE MADE OF 20GA ASTM A653 CR40 GALV. STEEL CII FACE OF TRUSS AND. UNLESS OTHERVISC LOCATED 0 INGS 160 A-2. TIIL• SEAL ON 1111S DRAVING INDICATES :SPONSIBILITY SOLELY FOR TIIE TRUSc COMP13NCNT 7111S COMPONENT FOR ANY PARTICI' VUILDING r-ro aro nucur01 Linn% crriN QtOttSS/O,yftiS DRAWING REPLACES DRAWING 579,640 �o�y WQ �SFF LL PSF REF CLB SUBST. DATE 06/25/99 r DL PSF No.0 5 EqL / DL LL PSF PSF DRWG BRCLBSUB0699 -ENG MLH KAR CIVIL ��Q J T.LD. PSF EeOF CAt-�EOQ DUR.FAC. SPACING GABLE END DETAIL STRCt6ACK (NAIL TO LEDGER 12' O.C.) (BRACED AT 55' O.C.) LEDGER (NAIL TO VERTICAL W/2-I0d NAILS) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUOMITTEfl OY TRUSS MFR. (K) SPACING FOR H3 = 56.0' O.C. REFER TO SIIlPSDN CATALOG C-9411-1 FOR PRODUCT ATTACHMENT SPECIFICATION (ATTACH A35 IN FI DIRECTION- (SI ) (M) 2X4 F.L. OR H.F. 12 OR / BTF. ;TP.ONGBACK BRACE (PI) PEAK RATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TO 14ATCH COMMON TRUSSES. (HI 1 FEEL PLATE 10 MATCH COMFION TRUSSES. (0) OPTION TO WEB FLATING: USE (3)-2' VIRE STAPLES (0.072 OIA./15 GA.) TDENAILED THRU CHORD INTO WEB & TIIRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (Pi). (SI) 6 (HI) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75MPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. • \ I I IMMA)ALn BRACED AT 55. O.C. (C) IX4 CONTINIIDIIS LAIC -PAL BPACING FOP BRACE (STRUNGBACK) ML•MBEP. LONGER THAN 72'. ATTACH AT MIDPOINT OF EACH GRACE 'A/2-Od CCOfuiOfl NAILS. 24' MAX NOIE: CHORDS TO BE 2X4 FIR-LARCII 02 MIN. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED O.C. ALSO. PLATE MAX. WEB LENGTH IX3• 2-8-0 2X4+ 8-1-0 3X4• I3-6-0 OLITLOOKER CRITERIA PLT TYP. Wave TPI -95\11 Desiqn Criteria: TPI-95(STD 3.5' MAX. IYP. 110101 B 24' D.C. I.5' MAX. 2X4 F.L. LLMOER GRADES MAX. LENGTH WITIIGUT BRACING (N) MAX. LENGTH Y/ STRONGBACK OP.ACE IS) STANDARO 5-11-0 11-10-0 STUD 6-7-0 13-2-0 83 6-7-0 13-2-0 12 7-9-0 15-6-0 AI 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 Q O O O Q Q Q P TTS TL' ALPINE AL1 I S E TRU S S Q Q Q O O O O ••WARNING— TRUSSES REQUIRE (EINEM[ CANE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND IN St1 TE TUI[.A6B LAD TON Oi 10 DR. `NSU 'It Nf00�SMA0 ISDN, ANI BRA6]!10).PFORISAF(TYY/RACIIC[S111 U►0.100.SS AI0 ►[RFORMINO IxESE FUNCt10NS. UNLISS OIH[NYISE INDICATED, 10► CHORD SHALL NAY[ PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CIELING. --IMPORTANT-- FURNISH A COPY OF THIS DESIGN 10 INE INSTALLATION CONTRACTOR. ALPINE ENGINEER PNODUCIS. IMC. SNAIL NOT B[ RES►OASIBLE FOR ANY DEVIATION FROM IRIS DESIGN; ANY FAILURE 0 BUIIO IH[ 1RU55[S IN CONF O0. MARC[ YITH T/1: OR FAGRICAIINO, NAMOIING. St11P►TNG• IMSIAllAt10N BRACING OF TRUSSES. INIS DESIGN CONFORMS YIIN A►►IICABI[ PROVISIONS OF NOS (NATIONAL DESIGN SPEC 'FICA IION PUBLISHED BY TNI AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MAD[ OF TOGA ASTM A667 0131 QALY. SIT IT. EICEPT AS NOTED. APPLY CONNECTORS IO EACH FAC[ OF TRUSS, AND UNIISS OINIAY IS[ LOEAI(D ON TIIIS DESIGN, POSITION COMN[C10Nf I'[R ORA IMS 170• ISO AND 160 A•F. AY INGIAE [R'S S[Al ON THIS DR AY IMO AP►I IES OMIY 10 111[ DESIGN OF INE TRUSS DEPICTED HERE AAO SNAIL NOT ofRE11[D UPONIN ANY Otll[R VAT. - Q�U iy Q�O 9l� ��� y�� 2 a No. �f9Tc1 f(C A` E� 0�P Ql _ TC ILL TC DL BC OL B C L L T 0 T. L D. 30.0 P S F 15.0 P S F P S F 0.0 P S F 50.0 P S F R E F R 9 9 2 DATE 03/19/98 DRW CD 11 2 S E 0 N - 25458 DIIR .FAC . 1.1 5 FROM P B C SPACING TRUSS BRACING/BLOCKING DETAIL F TIIIS OWG PREPARED FROM COMPUTER INPUT (LOADS b OIMENSIONS) SUBMIII(0 BY TRUSS MFR. TRUSS BRACING/BLOCKING DETAIL (AT SUPPORT) INOTE: BRACING DESIGNED TO STABILIZE 1RIISSES, AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13 HEN -FIR OR BETTER C0NT114LJDLJS LATERAL BRACING TO BE EQUALLY SPACED, ATTACH Willi (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACIIED AT 001I11 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (H) HEIGHT OF TRUSS AT SUPPORT. I r O will ■�I'_1Y1� INDICATED DN TRUSS DESIGN. (14) IF TRUSS HEIGHT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT �II (BB) BLOCKING TO BOTTOM C110SO OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE 6 v APPROX. 45' OF BOTTOM r y PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD S (0) 2X4 H.F. 13 OR BETTER D1AG0 L BRACE. APPLY IN PAIRS AT 16-0-0 O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SHOWN. BRACE HAY BE LOCATED ON EITHER FACE OF VERTICAL. BEARING WALL SECTION S -S (T) - TRUSSES (P) SHEATHING APPLIED TO TOP CIIORD. TRUSS Nil ME (L) LOADS AS INDICATED DN TRUSS DESIGN. (14) IF TRUSS HEIGHT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. (BB) BLOCKING TO BOTTOM C110SO OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE 6 v APPROX. 45' OF BOTTOM CIIORD. PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD A 1 CA/-/I/-/-/R/- R - ED O O O O Q ALPINE O O OSIRUCIUAAL O ';WARNING'- G•WINU10 NII[1114E [11KEME CARE to (HANDLING INSIALLIIGBAND BRACING)10PUBLISHEDIBYIG. IIIIN"AUSSNG ANDILA,( 1NfIIlUI(, SBJ 0'0.0'10 W. SUIT[ 100, MADISON, Y1 f7F1/), FOR SAFEIT PRACIIC[S PR104 10 /(RfORMING IN[S( FUNCII04s. UNLESS OIN(4YIS( INDICAI(O. 10► CHORD SHALL NAY( PROPEALY AIIACII[D PANELS, BOIION CHORD SNAIL NAT( A PROPERLY AIIACH(D RIGID CI[L1NG. •'IMPORT AHI•• FU401SN A COPY OF THIS DESIGN TO IN( INSIALLAf ION CONIRACIO4. ALPINE ENGINEE0. ►.000CIS. INC. SHALL 101 HE A(SPONSIBL( FOR ANY D[TIAIION FROM INIS DESIGN; ANY FAILURE 0 BU 110 IN[ IN ASSES IN CONFORMANCE YIIN 111: 04 FABRICAIING, MANILING, SNIIIING. 14SIALLA110 OR O pp ry� �QQ J ~� �O yc Z NO. 5 TC LL TC DL Q C D L 0 C L L L REF 8427 DATE 1/12/94 Z�TRUSS Q O Q BRACING of 1wSS(S. IN IS O[fION CO NF O. MS v.10 AIPLI,A. 140TIS10Nf OF NOS (NAIIONAI D( S►[CIT ICAf 10N PUILISNEO BY IN( AMERICAN FOAISI AND ►A►(1 ASSOCIAIION) ANO IPI. AMM( co1N(cloa A.[ M+o[ of :oGA ASTM A(i7 C0.7F GAIY. S1[[l. IICI/I AS .01[0. AI►lT CONN(Ct0RS to EACH FAC( OF II Uff. A10 Ulllff OIN(RY1SI lOCA1lD ON INIf DESIGN, ►Of1110N CONNICI00.S PE. ORAYINGS 170. Ifo AND ({0 A•f. AN (NGIN((1'f SCA► ON THIS DAAYING A/►LIES oxlT Io INo[:I OF IN( IA USS O(IICI(0 NINE AND fN+U N01 BEALLIED UPON IN ANY OINEI YAT. ljFo�CA`f�DUR. T 0 T . L 0 . 0 R W 3.048.634 FAC . CA -ENG CWC SPACING S E E ABOVE S --/(o - O/ OCK NAIPACING DET IL MAXIMUM NUMBER OIC' NAIL LINES PARALLEL TO GRAIN BEARING BLL S A MINIMUM SPACING FOR SINGLE BEARING BLOCK IS SHOWN. DOUBLE NAIL SPACINGS AND STAGGER NAILING FOR TWO BLOCKS. • GREATER SPACING MAY BE REQUIRED TO AVOID SPLITTING. A - EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS OF NAILS (6 NAIL DIAMETERS) B - SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS) C - END DISTANCE (15 NAIL DIAMETERS) IF NAIL HOLES ARE PREBORED, SOME SPACING MAY BE REDUCED BY THE AMOUNTS GIVEN BELOW: • SPACING MAY BE REDUCED BY 50% •• SPACING MAY BE REDUCED BY 33�: BEARING BLOCK TO BE SAME SPECIES, SIZE AND GRADE AS BOTTOM CHORD. C•• NAIL LINE A B• B/2• A lAlAlAl DIRECTION I OF LOAD AND NAIL ROWS T PAT/`TLT nLN nr ni+v nr..,....,..... . _ -- -___ __ _ I EALPINE'.-WMIL11, (12" MINIMUM - 24" MAXIMUM) T AT1 ■■ 51UNS OF NDS (NAT ASSOCIATION) AND T AS NOTED. APPL ICSIGN. POSITION C THIS MINIMUM NAIL SPACING DISTANCES f � No. 51 CHORD SIZE DISTANCES NAIL TYPE 2X4 2X6 2X8 2X10 2X12 8d BOX 0.113"X2.5" 3 6 9 12 15 10d BOX 0.128"X3" 3 5 7 10 12 12d BOX 0.128"X3.25" 3 5 7 10 12 16d BOX 0.135"X3.5" 3 5 7 10 12 20d BOX 0.148"X4" 2 4 5 6 8 8d COMMON (0.131"X2.5"). 3 5 7 10 12 10d COMMON 0.148"X3" 2 4 6 8 10 12d COMMON 0.148"X3.25" 2 4 6 8 10 16d COMMON 0.162"X3.5" 2 4 .6 8 10 0.120"X2.5" GUN 3 6 8 11 14 .0.131"X2.5" GUN 3 5 7 10 12 0.120"X3.0" GUN 3 6 8 11 14 . 10.131"x3.0' GUN 3 5. 7 10 12 MINIMUM NAIL SPACING DISTANCES HAVE A PROPERLY ATTACHED RIGID f � No. 51 INSTALLATION CONTRACTOR. DISTANCES ANY DEVIATION FROM THIS P NAIL TYPE A B• C•• 8d BOX 0.113"X2.5" 3 4" 1 3/8" r DEC 1 3 4" lOd BOX 0.128"X3" 7/8" 1 5/8" 2" 12d BOX 0.128"X3.25" 7/8" 1 5/8" 2" 16d BOX 0.135"X3.5" 1 5/8" 2 1/8" 20d BOX 0.148"X4" —7/8" 1" 1 7/8" 2 1/4- 4"8d 8d COMMON (0.131"X2.5") 7/8" 1 5/8" 2" 10d COMMON 0.148"X3" 1" 1 7/8 " 2 1/4" 12d COMMON 0.148"X3.25" 1" 1 7/8" 2 1/4" 16d COMMON 0.162"X3.5" 1' 2" 2 1/2" 0.120"X2.5" GUN 3/4" 1 1/2" 1 7/8" 0.131"X2.5" GUN 7/8" 1 5/8" 2" 0.120"X3.0" GUN 3/4" 1 1/2" 1 7/8" 0-131"x3.0" GUN 7/8" 1 5/8" 2" HAVE A PROPERLY ATTACHED RIGID f � No. 51 INSTALLATION CONTRACTOR. ANY DEVIATION FROM THIS P TPI, OR FABRICATING, N CONFORMS WITH APPLICABLE THE AMERICAN FOREST AND .A ASTM A637 GR40 GALV. STEEL `r% Civi D. UNLESS OTHERWISE LOCATED ON AL ON THIS BRAVING INDICATES '�%_0 OF FOR THE TRUSS COMPONENT ANY PARTICULSECIIONAR2. BUILDING r DEC [ 1, DRAWING B139 AND CNBRGBLK0699 REF BEARING BLOCK DATE 12/16/99 DRWG CNBRGBLK1299 -ENC,. SJP/KAR Lr3 (MADD0607-PE1TZ J MADDEN - Al � TOP CHORD 2x4 DF -L #1 o BOT CHORD 2x4 DF -L '#1 0 WEBS 2x4 Or -L Standard PLATES DESIGNED FOR GREEN LUMBER PER IIDS-97 TABLE 7.3.3. w4X4= THIS DOG PREPARED FROH COHPUIER IAPUr (LDADS 1L DIFIENSIMIS) SUMMED BY !ROSS I1FR. IN -LIEU OF STRUCTURAL PANELS OR RIGID. CEILING USE PURLIBS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. 9EFLECTIOi1J4EETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 1+9-0-0 143H(A1) = y13X6(A1) ss 5-9-4 5 12 1 fi-2-125-2-134-0-0 p� 7-6-3 6-11-11 7-6-3 ) o t E L;T� I 11-0-0 I 11-D-0 _I �'T� 22-0-0 Over 2 Supports j Ill NG DEPAs`'i r} R=1247 41=3.5' R-1247 1J=3.5" PLT TYP. Nave TPI -95 R - Design Criteria; TPI(S1 LDngfeUDW Lumbr ••xARv{AG•• TRUSSES 1EOOIRE WRIHC CAFE IN f im-kim, HANDLING, SDIrPIRG, IASTALLING AND 89LarrnAreltD{CILiCDCA95928 BRACIR4. R[FER 10 HIO -91 LWOLInG INSTALLING AID BRACII;), PUBUSMID It TPI (TRUSS FLATi UST JIG, '13 D'ONOFRI0 DT.. SU IE 2E" NADISOA, HI S]119), FOR SAfCiF PRKIICES I'VOR f0 IERfGRM IHG IIIESE FUIICTIDHi. UAI CSS 0IN:RNISf IHGICAIED, [OP Cr,ORD SIIA.L IIA#i PflOPCR:T AITACNii) STRUCTURAL PAIILS. BOTIUP CHCRD SHALL $:AYE A PROT CRLT ATTACHED RIGID COIL CN 6, ••IHPDRI ANT •• FttH[Sit A. COP] OF THIS MICH TO 111E INSTALLATICS COAIRACIOR. ALPtit reirwriaro PRODl�CiS, INC. SH ALL N01 BC flISPONSIOIL rCfl AAY OE/TALION rm, 1HIS OCSIGH; AN, fA[t URE TO BUILD Ill; IRUSSCS IN CIORP. 4XCE 41111 IPI: DR rABP. IEATING, HAHGI IH G, SNI PPIRu, IISIALL IIID AHD A L P I N E DRACIRG Zr TRUSS[S. THIS DESIGN CONFORMS H1711 APFLICABLE I'MISIONS Of HOS ("A7ICHAt DESIGN SP[C If ]CATION PUdII SHCO BT THE .WCP.ICAH FGiCSr AN PAPER AS SDC[AIIOL•) A13 TP 1. AIPIR; CONNECfOnS •IC RADE OF FOGA. AS RI AC:3 GRTO GAIL. STCEL. EXCEPT AS AOIED. 0 f CON ICTORS IO EACII fACC Of 1R u55- ANO UHI CSS OIIIERNIS: 10C 1'TCO IS OI SIGN, POSIi10H iOHNEC TORS FCR DIAHINGS lGR A•2. THC S[AL ON IV -IS CRAHIAG INDI-1 111 A4CCPTAHCE OF I.DTiSSIOVAL £VGIHFIRIAG Ad [aeEn iDee[BdProducts,lnc. RESP DI sIBllnr SDLLLT FOR THE'TRUSS CCMPDHEIT DESIGN SIIOYN. TNT SU)TAD[LITT AHD Ls cF lx ]S P $acf0 11t111D, CA oduci COHPONEHr FOR AHT PARI)CUTAR BUILDIHG Is INL RCSIUH1131L11'i Of Tit BLILD[1G DESIGRi4, Pit AHSIl1PI 1-1996 SIC11011 2. ' V r F_ S UBC 19.4a CA/ -/I/-/- - F Scale =.2S" Ft, Q�,OF pr TC LL 33,5 PSF REF R427--75589 W �y�' TC DL 10,0 PSF DATE 06/11/01 ~ 'O BC OL 7.0 PSF ORI'J CAUSR.127 01162003 3646 BC LL 0.0 PSF CA -ENG LVT/CNC * * TOT,LD, 50.5 PSF SEQN - 55361 J' C1 OF CA DUR.FAC. SPACING 1.15 24.0" FROM SS N 0 co 0 0 r,►-. 0 a a w 0 z 0 a T (P7A000bU/-rt1lt / MAUUtN - Lpge] D1 TOP CHORD 2x4 OF -L #1 :T2 2x4 DF -L #1&Bet.: BOT CHORD 2x4 DF -L #1 :81 2x4 OF -L #1&Bet.: WEBS 2x4 DF -L Standard :W4 2x4 DF -L #1: - PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IIn14 W. Inon —., L..-- - -.. -_- 2 Complete Trusses Required E NAILING SCHEDULE: (0.1310.0_g_nalls) TOP CHORD: 1 ROW @ 11" o.c. BOT CHORD: 1 ROW. @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 10 PSF BC LIVE LOAD PER UBC. (G) THIS AREA OF TRANSITIONAL GABLE TRUSS,OESIGNED FOR 18" MAX. OUTLOOKERS, FACE MATERIAL: 10 PSF MAX. (STUCCO). (*) INTERIOR SLOPING TOP CHORD TO BE BRACED @ 24" OC. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72,00" OC. (- 21-6-4 143X4 = _I . (G) 142X4 III W2.5X4(A1) E-= BI W4X6 (R) III W2.5X4(A1) IF 13-10-0 I_ 13-10-0 _,ls 'ENO ARTi AMM ( 15-11-8 T 5-8-8 T 6-0-0 ""'�.��� ll�+ 27-8-0 Over 2 Supports j. �'�= I R=288 PLF W-15-11-8 , R=620 W�3.5"� �� r, 7 T ,d Note: All Plates'Are W1.5X4 Except As Shoo-in. PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC CA - 1 - - F Scale =.25" Ft. Longfellow Lumber 89 Loren AVCDUe, Chico CA 95928 **WARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AILD BRACING). PUBLISHED BY TPI (TRUSS PLATE �� i4/, ti F TC LL 33.5 PSF REF 8427 -79815 INSTITUTE. 503 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO P S F DATE 06112101 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T(•, D L 10.0 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC OL 7.0 PSF D R N CAUSR427 01163023 PRODUCTS, 11C. EIIALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL LINE TO Cr N 800 6 EDIt. THE AUS IN CONFORMANCE WITN TPI, OR FABRICATING. HAIIDLIHli SIIIPPING, IHSTALLIIIG AND B C L L 0. 0 P S F C A -ENG L V T/ G W H ALPINE BRACING OF TRUSSES. THIS OE SIGII COLIFORMS WITH APPL ICAB LE PROVISIONS OF NDS (NATIONAL OESIS 11 GII IF I BY NOTED.D TAPPLY J 12 2001 CONNECTORSSPEC AREPUBL MADESHED OF 20GATASTMMER A6S3A6R40REST GALVAN ST EEL. EXCEPT AS CONNECTORS TO } * TOT . L O . 50.5 PSF S E Q N - 55489 Alpine Engineered Products, Inc. $BCt6meoto, CA 95828 EACH FACE OF TRUS 5, AND UNLESS OTHERWISE LOCATED ON THIS DESIGD. POSITION CONNECTORSTY AND U S PER ORANI NGS 160 A•1. T11E SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CONPOUEUTRESPONSIBI FORM ANY PARTICULARELY FOR S BUILDINTRUSS G ISOTHETRESPONSIBIDESIGN LITY OF THE BUILDINGuN. THE DESIGNER, PER E OF THIS ANSI/TPI 1.1995 SECTION 2. ,p !` '9rFOF CfVI� p. �..A1-1 F D UR FAC. 1.15 FROM S S SPACING 24.D 1 N, M 0 0 0 gq T 0 N Go M CO Cn w 0 N N 0 \ N 0 (17M0000U/-YC11L I PINUUCIV - DC TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 4IEB5 2x4 DF -L Standard (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. W4X4 I IV Tn"CC AICD (A) CONTINUOUS'LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. Yil. JAY 111 W3X8(B1) YIJAV = IYUAU W3X10(F2) 3 Z I� 13-10-0_i_ 13-10-0 9 1 ( 15-11-8 T 5-8-8 T 6-0-0 i QE 27-8-0 Over 2 Supports f R=1539 tl=3.5" R=1392P Y FQ �'E PLT TYP. Wave TPI -95\R Design Criteria: TPI STD UI Longfellow Lumber "UARNING"• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND 89 Loren Avenue, Chico CA 95928 BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IR ST TUT 583 D'ONOFRIO Dfl., SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PRIDR TO PFRFOR MIfl6 TIIE SE FUNCTIONS. UNLESS OTNERNi SF [17D]CATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED k STRUCTURAL PANELS. 0OTTON CHORD SHALL HAVE A PROPERLY ATTACHED RIG]0 CEILING. -IMPORTANT— TURN ISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIIIE ERGIREERED PRODUCTS, INC. SHALL HOT OE RESPONSIBLE FOR ANY DE VI ATIOR FROM THIS OESIGH, ANY FAILURE TO BUILD THE 7RUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HARDLIfIG. SHIPPING, IIISTALL IRG AND ALPINE BRACING OF TRUSSES. THIS OE SI GN CONFORMS WITH APPLICABLE PH O, ISIONS OF FIDS (HATT on AL DESIGN SPECIFIC ATIOII PUBLISHED BY THE AMERICAII FOREST AND PAPER ASSOCIATION) AND TPI. ALP 111E CONNECTORS ARE MADE OF ZOGA ASTM A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO *' EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Lngineered Products, IDC. RESPONSIBILITY SOLELY FOR TIIE TRUSS COMPOIIENT OE SIGN SHOWN. THE SUITABILITY ANO USE OF THIS 88LT8D1a1to, CA 95828 CON NT FOR ANY PARTICULAR BUILO1 tIG IS THE RESP OIISIB]L]TY OF THE BUILO1H6 DES IGIIER, PER AIISI/TPI 1-1995 SECTION 2. W Juif 12 2001 ` CIV II- P L.F1/-/11-/-/-1r TC LL 33.5 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 50.5 PSF DUR.FAC. 1.15 SPACING 24.0" Scale—.2511/Ft. REF R427--79816 DATE 06/12/01 D R W CAUSR427 01163024 CA -ENG LVT/GWH SEQN - 55506 FROM SS M (MADD0607-PEITZ / MADDEN - C1 1-1 CD TOP CHORD 2x4 OF -L X11 m BOT CHORD 2x4 DF -L #1 CD I REBS 2x4 DF -L Standard PLATES -DESIGNED FOR GREEII LUMBER PER IIDS-97 TABLE 7,3.3, 10 PSF BC LIVE LOAD PER BBC, TRUSS DESIGNED FOR 18" MAY- OUTLOOKERS 0 GABLE FACE MATERIAL: 3 PSF MAX, W*** DO HOT CUT OR NOTCH TOP CHORD *** z 0 I T THIS DIIG PREPARED FROH COHPUIER INPU! (LOADS I DIMENSIONS) SUBI11TIED BY TRUSS HFR. ROOF OVERHAIIG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GBLLETIII0699 FOR MORE REQUIREMENTS. III LIEU OF STRUCTURAL PANELS•OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECT1011 MEETS L/240,00 LIVE AND L/180,00 TOTAL LOAD, w384 - ' W284 III t� 1-6 a ----I<-2-8-0---J U- 1-6-0 14-6-13 2-1-3 8-4-0 I 8-4-0 _1 16-8-0 Over Continuous Support R-214 PLF M=14-0-0 APPRot Note: All Plates Are 011.584 Except As Shown. PLT TYP. Wave TPI -95 R Oesign Criteria: TPI STD JUBC 19.5a CA 1 - F Scale =.375" Ft. LangfcllowLuanber 89 Lamt Axtma, C6ioa CA 95928 •'NARHIIIG•• TRUSSES REOUIR( EXTREME CARE IM=ABRICA110V, AAHOt1HG. SHIPPIY6, 94STALLIHG AND BLAC[1'6. AEfEA 10 HID•9L (HAYDLIVG IASIALIIN& AND OHACIVS), PUULISHIO BI IP1 (7LUSS PIACI INSTIIUIE, S6) D'OMO£A 10 OR., SU ITC 2�1], H\DfS{Y, NI 57719>, iJA SAfCfI PflAClIC1S PH IDR IJ PCRFO.IHIa. INESE PUHCIIOHS. UNLESS OIHIHNISI IMDICAIED, IOP CLORD S,LIHAIC 1110mlIY ATTACHED �pOV E s`(r CI TC LL TC. DL 33.5 PSF 30.0 PSF REF 8427--76159 DATE 06/11/ ALPINE Al ina E11 'ntxFed PradRcls, IRC. P $a,gii%, CA 95828 S1RU-.IURA1 PPAILS. BOl 70H CIICR7 SHALL IAIC A PROPERLY AIIACIIED RIGID CEILLN6. '•INPGRIAHT" fOAXISN A COPY Of MI5 orS[GH SO INE 1HSTALLAT10a CaM71ACr4R. ALPIAI ENGINEERED PRODICIS- INC. SHALL V01 6C R`-SPORSIOLI fan AMI DEVIATION FROH IRIS DCSI:HI ANY TAILU1C TO BUILD fHl IRUSSCS IH mrokh"CE VIED 1P1; OR FABRICATIM•i, NAHOLIHG, SIIIirIM�., IMSIALllN6 AV•) ORJLCt Of 1flUSSES. THIS C•(SIGA C0.IIDCHS NIT: APPLICABLE A'SP.1OVIslaaS Of HDS (HAlTONAL DCSfGY 2A1ATASIHPA657\6RlbN GAIV AND EDMAIrIGH SSP IAfl CPXADCSHED TEE LCNi1[E711XT ASDHI MID NOTED. T APTLYCLIAHEONNECTORS10 EW' rACI Of IRUSS, AID UNLESS OriCRW SC LOCAIEO DM THIS DCSI611, POSlI1as COANCCICOS PER DRAYIHGS 160 6•1. THE SCAT ON THIS ORAYIHG IL'DICAILS ACCEIIAM•.0 a: m-risS10HAc EHGIYCCP.'-N6 RESFDHSOIL11Y SOLELf FOR THE 1P.a SS 0NMINT DISIGV SHCMH. rHC SUITAO)Lirf Ano USE Or rr.1S [CIIPUHEAI FLA AAF p)A716: LAA BUItDInG IS THE HISP07 S1B0.IIY Or !HC BUILC IN6 D[Sbi LR, IR AHS111P1 I•IibS SLCr10N 2. {If ,D * I CM �iR M wl SFf C id * S BC OL BC LL TOT . L D . 7.0 P S F 0,0 PSF 50.5 PSF D R N CAUSR427 01162015 CA -ENG LVT/CHIC S E QId - 19508 O U R . FAC , 1.15 F R OA1 S S SPACING • 24.0" , 3 0 .a .a ELI z 0 t U z H rz Hwy z H z w H a .a (MAUDUbU/-rtl[c f MADUM - CZ TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #I - WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUI.IBER PER NDS -97 TABLE 7.3.3. 30 PSF BC LIVE LOAD PER UBC. ' 114X4 = . fill unb rNcrAHLIJ YTfun L.DIIruILn Inrul ti-VA11J a UJr11:u]1U-T3) —U"l1 Iw OI 1-4 ... . ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 114 LIEU OF STRUCTURAL PAIIEtS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC.. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. w1.5X4 w1.5X4 � 9 D -D 1.13 X 8 YJ2X6 (A1) �i4 W2X6 (AL) lE 1-5-0 �J L-- 1.6-0 4-5-4 _I_ 3-30.12 3-10-32 _I_ 4-5-4 e B-4-0 8.4-0 L_ 8-4-0 _I� 8-4-0 _1 ' DJNG- fE 16-8-0 Over 2 Supports R=978 1•!=3.5' � R=978 W=3.5"1. ��F`� PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC 19,4a CA 1 F Scale =.3751' Ft. LaagfeUm(-Lumb"�BR.lRNING g9LDreDAvalue CilicDCA95926 R(fCCRAIOSI IB oulAr EimEGriNnI Ill FA sicArjRR.ICIRGi! m. VOLIVIUHLISIICDI P;:JN6.Y T;J INSTAIL( RUSSIPLAICD 1NS11IMF[, SO] D'O10rR[•D �Q( c C TC LL 33.5 PSF REF 8427- -76160 OR.. SUITE 100• n(DIfOH. Wt 577)9), FCR SAFETY PRACTICES PRIUR 10 IOP CIICOD SHALL HAVE I.TOPCRI'Y A71AC 1•CO PERroint R6 THCS1 ruml.)US. UNLESS OftLRHlff IADICATIO;JT tt TC DL 10.0 PSF DATE 06/11/01 SIR UCTUfl AL ihllEt S, BOtli•.Y CHORD SHALL NAYS h PflOPERLY A7 TAC MCD MIGCCIl1NG. .. NPOHTAur fURMISH A COPY Vf THIS(I I TO TYf IRSIAL)A110N CON TRACTOR- ALPISE EAGINCIACO ' �d 8C DL 7.0 PSF DRI CAUSR427 01362006 PRCOUCTS, (AC. SHALL HOT BE RESPORSIOLI fCR ANY DIIIATION fR" THIS oism: ANT FAILURE TO BUILD 1'1 TRUSS(S 11 CO.1rOP.ISANCE Will IPI; OR fAORICArIN6, IIANDLIAS. SNIPPING. (ASIALL)HG AND �. 77 8C LL 0.0 PSF CA -ENG LVT/CIJC ALPINE BP.ACIMG OFC,f Z(USSCS. THIS OCS[GH CORfORP.S HIrN WLICAILE PROYIS(ONS Of HOS (HAr10HA. DCSI6H SOfOt A6R40RlSl ACvHMEClORS I ArASTn A6iDIN OGIJIME E.1 NCCfOiSIA(CPHAOE 6ALY AHS I[LL�AEYC(PTI ASIA UIC04) 0.D rtP fLYFI 10 'R * TOT . L D . 50.5 P S F S E Q N - 55402 rACI1 f).CL Cr TRUSS, AND UNLESS OI NrRYISE LOCAt(O OU IH15 DES,G,A. POSITION CUAUCCr is Pl.i DRANINGS LEO A-2. INSERI 01 THIS DRAYIN6 INDICATES ACC(PT.ANCE Dr )ROFESSIOHILI ENGINEERING C S` DUR .FAC . 1.15 FROM S$ MpineED6ICemd PFOd(IGl6,Inc RESPORSIBILIIY SOLEIV fOl T -.I TRUSS COHPC.IIHT C•[S[Gll S -'OHM. 711E SUITABILITY AND US: Of THIS ■ �� SacamiCnlO, CA 9SB26 .011 11 TMC R(SPDUSIBLLIT-f OF THE BUItOlHG DLSICVIR. (CR M SPACING 24 ANSI/1)Illf 1995USEi TIONCYL)R .011 t ti4tAuuuuui-rC114 1 1•I/\UULn - LJ J TDP CHORD 2x4 DF -L #1 SOT CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard :W2 2x4 DF -L #1: ADDITIONAL LOADING PER TRUSS MANUFACTURER (H1) BC From 394 PLF at' 0,00 to 394 PLF at 5.03 (111) BC - From 841 PLF at 5.D3 to 841 PLF at 5.15 (111) BC From 1066 PLF at 5.15 to 1068 PLF at 5.17 (H1) BC From 674 PLF at 5.17 to 674 PLF at 11.67 (H2) BC from 14 PLF at 11.67 to 14 PLF at 16.67 (HI) RECOMMENDED CONNECTION FOR TRUSSES FRA14ING FRO14 THE BOTTOM CHORD AT 24' D.C.: SIMPSON HUS28. SEE SIMPSON CATALOG C=2001 (H2) RECOiMENDED CONiIECTIOiI FOR TRUSSES FRAMING FROM THE BOTTOM CHORD AT 24" D.C.: SiMPSON LUS28. SEE Sii4PSON CATALOG C-2001. 114 W4X4 (R) N uroeimrc� n,mdr7rrn nV 71111(C NPR PLATES DES1614ED FOR GREEN LUMBER PER 14OS-97 TABLE 7.3.3, BEARING BLOCKS: iIAIL TYPE: 0.1310,0_9_nails BRG X -LDC 48LOCKS LENGTH/BLK #HAILS/BLK 1 5.000' 1 15' 22 BEARING BLOCX TO BE SAME SPECIES, SIZE & GRADE AS BOTT014 CHORD. REFER TO DRAWING C14BRGBLK1299 FOR ADDITIONAL IiIFORMATION. iiI LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLIiIS: TO BRACE TC @ 24,00" OC, BC @ 72,00" OC, DEFLECTION i4EETS L/240.00 LiVE AiID L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 9-0-0 11012 III 114X12 (83) 5-1-12 _I 5.1.12 3-2-4< 3-2-3E 5-1-13� I 8-4-0 I B-4-0 _1 dum 16-0-0 Over 3 Supports �d�y R=766 H=3,5" R=5706 W=3.5" PA e r F R=1677 W-3.5' APPROVE; tt PLT TYP. Wave TPJ -95 R Design Criteria: TPi STD UBC 19.4a CA 1 - F Scale =.375' t. GD11FrelowLumber "WARDING•• IRUSSES REO.IRC (NIM -41 CARE 1H FABRICAILOST. ,AHULI9G. SHIPPING, IASTALIIHG AND TC LL 33.5 PSF REF R427 76162 99 Locen AYCOUa, Chloo CA 95928 BiACIk6. R E I[R - NIB -91 IHAADLING IHS7ALLIIIG AILD ELAC(YG). PUB,)SHED BY 7P1 (TRUSS PLAT( a FE INST(IUIC, 193 D.UHOFRIO CR.. SUI Ii ZOO. 11P.01SOk. WE 1)719), ME SAFETY FSACTICES PRIOR 0 {P PCRFCQNIAS TACSE fUHCiIOHS. UNLESS OTHERWISE 1HDICATIO, TOP CHC.LO SHALL r.AYC PRCIERLS ATTACHED r(y TC DL 10.0 PSF DATE 06/11/OL .1 11"1 URAL P.AYCLS. BOi TON inORD SIIA�.1 NA'I[ A PRGY[RL1 AI iACIIED RlG [O CEILING. ••I"FOR7AN T•' FPLH I'SH A COPY or TN IS DISI r.N IO In INSrALLATIOH CONIRf.C10R. ALIINE IHGINCERIO A y BC DL 7.0 PSF ORN CAUSR427 01162041 ;A11", S. IHC. Sh ALL AOI BE ACS)OHS ISLE FOR ALIT DE71Al(ON TRON TA)S DESIGN: MY FAILLAC TO tr ..ILD IRE IRUSSES in CONfORHAHCi NITH M; OI FABRICATIA4, HAk0L114, SHIPPIA6, INSrALLEAG AAD r BC LL 0.0 PSF CA -ENG LVT/CVIC BlActuo orALPINE SPECIr)[ATIOIUPUBIISHEDT87�lNCSASERCCAhtfDRESTTAN0 PAPIS ASS0 1AiloN)SAAO TPI.or NOS (nALPISI DTSIOW 630�OD1 CONNECTORS Aflr H- OF 20GA AS A6i3 GR40 QALY. STEEL, i1CCPr AS WILD. A1PL'r coarrcrolS re * wV * TOT. LD. 50.5 PSF SEQN - 55453 IAEA TACE OF IRUSS, AAD UHL(SS 0111ERW ISE LOC AICD an THIS DESIGN. POS1110S COYRCCT0R1 PER C DIANIY6S )60 A -I. THE SEAL GI THIS CHARM IAOIC.A7CS !.000PfANCE Or Pfloris SIORAL CY61n°1 R1n5 DUR. FAC, 1.15 FROM SS AlpineEngincered PFoducls, Inc,RESPONSIBILITY SOLELY rOR THE TRUSS COPWREAT O(SIGA SIIOVk. THE SUITAE)LIIY ACD -IS[ C•r IH(S Sa.ngirH rcdD. Pr 5828 CDHPO4CHr FOR AHY PARrICUL AR HUILDIAG IS THE RESPORMIMY OF THE BUILDING DESIGNED. PER W VMS SPACING 24. 1 AUSIJIP( 1-l9DS 1(CTIOY Z. J 0 a .a w w c� z O .a T U z x w z Ww Z a .a (PIAUUUo Ur-rrI IL I PINUULI9 - UL J Ilua unu r1%ErA0 rnun b Irulc ugru• I�v..va u v...".-,•..,...�-.�....•. •.•- •-• •••�-- •••••• TOP CHORD 2x4 DF -L #1 33.5 L0.0 7.0 0.0 50.5 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEHBER. DATE 06/11101 BOT CHORD 2x4 DF -L #I&Bet. CA-EIIG LVT/CWC • SEQN - 55383 DDR .FAC • 1 , I S F ROJ4 S S NEBS 2x4 DF -L Standard III LIEU OF STRUCTURAL PANELS OR RIG10 CEILING USE PURLIIIS: TO BRACE TC @ 24.00" OC, BC @ 72,00" OC. PLATES DESIGNED FOR GREEII LUMBER PER NDS -97 TABLE 7.3.3, DEFLECTION MEETS L/240,00 LIVE AND L/180,00 TOTAL LOAD. 30 PSF BC LIVE LOAD PER UBC. W5X4 r W2.5X4 W 7 X 6 413X6 W1 .5X4 --� 6 r 6 W1.5X4 i 9-0-0 Y12.5X4(A1) 415X4(R m W3X6= W2 5X4= W4X4(A2) W3X10= LF 9-4-0 —I ' 5-5-12 4-0-0 7-0 4 5 3-13 5 3 l3 5-10-5 E. 9-5-12 7 0-4 7 1]-12 8-6-4 j 16-6-0 J 16-6-0 J IE 33-0-0 Over 2 Supports R=2313 W-3.5* R=1020 PARS �. tqPPRO V4` + PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC 19.4 CA - 1 F Scale =.1875" Ft. LDn reflowLumbec 89 Loma Amney Chico CA 95928 ALPINE AlpineEngJneelv1lPradacfs,lnc. SacralnentD, CA 95628 -VAR Iaussrs fl(OUIRr EYWERE cmr IN rABLICA710n. HAADLin.. SNIPPING. IHS7ALLIMS ).VD DRACIH.. HIrCR 10 H10•91 (hANOLING IHSTALL 115 AAD BRAZING]. KaLISUED BY Til (ID -:SS PLATE IASIIIUIE. 580 O'0110TRIO DR.. SUITE 200• HAW SOH. HE 5371?), rOR SAfm PRAC(1CC5 Pima IG P--RrOamma IHCSI rung lCl S. NRLESS OTNCRVISC 1NO(CAIEC. IOP .HURD SHALL HAZE IEOPIECI ATIA.IICD STAUCT•AAL YARE15, BOTIC. CNCQD SIT ( IIAV( A ILOP LILY ATTACHED Rim CEILING- "1NP0RrAAT' ruRnIStl A COZY OF THIS DES)GR l0 THE IISTALLATIGt COATRA'.IDR. ALPINE iHGIAICRED PRODUCTS, INC. SNALL NOT OC RI SPIBIC FOR ANY OCY [ATIan rAOP.. IIIIS DESIGN: ANY FA TG BUILD IMC TRUSSIS In CORFORPLNCC Vlro IPI; OR rABHICA7ING. HARCMIG- SHIM116. (VSTALIIN. AND BR ACI'l F lAU5SC5. f_.1S DESIGN CORrOR.YS vlill ArPL(CABLE PROV)SIOVS 0: NOS (HA71011AL n4SIGB WlPIM NHCC IDRsl A1CPHA0CSOf IOSA ASr'rI PA6iUA6RJ:l& S71 An STEEL PA `LCLCEPTAS 0 1 ASI NOTEDOHj nD TAPPLYACONn(CIGRS 10 EACH FACE Gr TRUSS• AND UNLESS Or HCRVII IOCATC0 ON IN IS OE 5168. POS ?IIG1 Ca.1 NCCTORs 'FR M ANIRSS 163 A-1. THE SCAT OH W s DRAHIN. 1.01 CAT`S ArCLPIA.1!C GT PBOfESSIORAI E•ISIHEILIMG R(SPORSIDILITY SOLELY fin Till TRUSS CONFORM DESIGN SHOHR_ SHE SUIIP9ILIiV A-17 USE OF THIS aANPantNl TDR .LSI' ft IIEULAB DUILDIIIG 11 THE AC5PONSIBILII! Of TRC BUILDING DLSIiHER_ PER A.VSIYiiI 1-1995 SCCrIOh i. OQ �E {{ V r' f4 wl � i0 � 4 * TC LL TC DL BC DL BC LL TOT. LD, 33.5 L0.0 7.0 0.0 50.5 PSF PSF PSF PSF PSF REF R427--76163 DATE 06/11101 DRYI CAUSR427 01162008 CA-EIIG LVT/CWC • SEQN - 55383 DDR .FAC • 1 , I S F ROJ4 S S SPACING 2 4. 0 " s .--I 0 0 .-I 0 109 0 .a .a w w z 0 a t L, z 11 x w cs z w H PA 04 CD I� co n rn w CV .--I r-1 O CG O (NAV00b0/-Pt11t / i4AUUt4( - U2 TOP CHORD 2x4 DF -L 61 BOT CHORD 2x4 DF -L $l&Bet, WEBS 2x4 DF -L Standard (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. n„o C—UTTlrn nv i0ucc &IFR (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON i4Ei•1BER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEIL114G USE PURLINS: TO BRACE'TC @ 24.00" OC, BC @ 72,00" OC. DEFLECTION MEETS L/240,00 LIVE AiLD L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. ***'* THIS TRUSS IS NOT SYNNETRIC -- INSTALL AS SH04III A**** N5X4 = W2.5X4 (A1) = 1.03X4 = 11 WN6- Y13R4 = WH4 (AL) T- 0 1J3R4111 W5X8= - IE• I1-4-0 5-5-12 _I_ 6-0 8-6-4 I 5 0-4 5-10-5 IE 8.6-4 1:22 -il:a ATE 5-0-4 T' G 16-6-0 I 16-6-0 —1 Aj C n 33-0-0 Over 2 Supports' J IS`11,zt W ,PAR p R=2546 11=3.5" - R-787 ft.-APIRO TV tf) PLT TYP. Nave TPI -95 R Design Criteria: TPI STD UBC 19.4a CA - 1 - - F Scale =.1875" Ft. LonggreUowLunlbzr "flA.RN]h'B•• iRUSSCS flimm Ii.IP,;.YC mi: Ill rABa1CATION. N4YOLlS6, SHI)PlHG, Ih1TALL)HG AND 7C LL 33.5 PSF REF R427 76164 a9 Loren AYeltUC6 CiUCD CA 9592$ Bfl ACfh4, RIfEP 10 x(6.91 (HANOI IN. 1NSTALLICG Aho BRACING), FUDLiSHCD BY IPI (TRUSS ii AFE I.1STl:P1E. 10] D'OYOffl 1D CR., SUITE 200. N)OISOX. Nl .1]719). FOR SA: ll'f PRAC7I CES PP.lC4 i�� PEArORgING iIIESC FCUCIIOHS. UNLESS DTHCRYISE INDICATED. TO, CHCIID SRALL NAY, PROPCRLI ATTACUEO „Cy �`,!� TC DL 10.0 P SF DATE 06111/01 STi UCTULAL PAN?LS, I IROH CNDP.D SIIAII HA'1E A PROPETLY ATTACHED aIGID CEILIA4. ••JHPORrA NT•• rU--%., A COPT Or ry IS C•, sGV to TNC ,MSTAIIATiOH CONIRACKa. AIPJNE CHGIYIEP,ID '�� BC DL 7.0 PSF DRW CAUSR427 D1162D09 P11111S, ,NC. SIIMI A0T O! L1310H5 )ElC IDR AMY 9EYf411CV rR�eY 1H1S CI SIGY; ANY rA1LU.11 TO BPTLD THC liUi1C5 IN CONfGIHANCI MITx IA 1; Ca RABAICATIMG, IIJ.IDLIA+, SCIPPill 1NS1'ALLf.Y AND c.r r BC LL 0.0 PSF CA -ENG LVT/CWC ALPINE hCIIS OF 7RU 11[1. IIIlS DESIGN COHfOINS Yltll APPLICABLI ASSPP.GIISIOHS Or AOS wit. NAL DISIGY e�w of CC, CIOflSCAr 1AREPHATHUSD(UOLSOfO20GAiASTHXAE!3AGRIDRGALYAYSICEL`0 PkRC%ECPRIhS110IEDN0 TAPPLIPJ ACGYHCCrGIS iO * 1n11/1,I�11 * T 0 T. L D. 50.5 P S F $ E Q W - 55 409 EACII RACE Of A -Z. ,AND UA•fii OIIIE11 RifC 111 A' IM TC T:IS DISIGI, POSIIIOB COxNECIORi PCR `.itn OUR ,FAC. 1.15 FROM SS G1AN[NSS l6D .4.2. t11C SIRE VU Ix 1S CAAXIAGC A IND(CATiS ACCCPfANLE DT PAOFI SS Ii NAL lH6for to S R1I1 AI ine En lull Products, LIG. ITISPORSIO,I ITY SO•.ILY rOR IIIE TT. CoP.PDHEAT DESIGN SNDNA. THE SU114OLL31Y AND USE GR to N SaQnmen(o, CA 95828 COXPORtHt rOR ANY FARTICUTAL OOILDING IS illi RCS•ONSIEILfiI' OJ THE DDIIDIAG DESIGNER. PEA yr $PACING 24.11 AN511 TP1 1 -1991 SECTION 2. fn 0 C> J 0 a ELI.a (J' z 0 .-1 t 0 z a w H c� z W t2 H a 0 .-I L- 00 t7 co .-1 rn w L- N rl 0 r --I m O (MADUUbUI-Yt11L / NAUULN - U3 J TOP CHORD 2x4 OF -L #.1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIG14ED FOR GREET! LUMBER PER NOS -97 TABLE 7.3,3, 10 PSF BC LIVE LOAD PER BBC, k0*** THIS TRUSS IS NOT SYMMETRIC -- INSTALL AS SHORN ***A* ��ruc�ro�cl tl1RAllTrrn RV ER17SS HTR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. III LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS; TO BRACE TC , 24,00' OC, 8C 8 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. M 4!5X4 Ea - IN3X4 W2.5X4 413X6 W3X6 W16X4 (R) 4 6 r 6 WI , 5X4 d >r 1}9-0-0 W2.5X4(A1) = ri W2,5X4 III W5X4� 443X6= 412.5X4 = 413XB(B1) rr 613X8 = 5 5 12 aIE 5 8-1 I_ 5 3 73 aIE 5-3 13 �1. 5 3 13 _I� 5-10-5 5-5 12 T 3-0-8 T 7 11 12 j 1 1]-12 8-6-4� c"�'i.�PfJO=, 16-6-0 I 16-6-0 "�'�•�Ji 33-0-0 Over 2 Supports -I D pr,l'"' R=1986 11=3,5" AFP . R=1347 • . b- J r PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC 19.4a CA 1 - - - F Scale =.1875" Ft. L,�,•�,•,pn��•e1ktYL1lmb r "NARHITIG•' 1111; SES RCOUIRE r7iRtAr CAME IN FAIRICA,101, .•AHBIIHG. SNIPPIA3, 1%STA.l1HG AND TC LL 33.5 PSF REF R427--76165 891AIBn%vc1Iog%: Ch1C0 CA 95928 Bfl RCIA4, .urER IU NIB -91 (IIAA DI IR'. 1HS;ALI[N6 AYD BRAC IA,), PUBLISH [•D DI TP[ (TRUSS PIAr[ Q,+, (IFE {7_ .AST I- 58) 0.OUOFRIO et., SO 1 i00. NAD1S0.1, Nl 5 7191• i9R &Arm PHACIICES PBIOi R1 N' .�1 Pi.IfORHIRG THESE fUHCT10M5. UntI55 01HE011H 1NOiCATEO, rOP CORD SIIAII IIA'7i Pfl•DPCflIY jrimm �� TC Dl_ 1D.D P$F DATE 0,6/11/01 57lUC! R!.1 PA.SILS. III;. CIIORD SN.IIL NA'lC !. PRCiCRIn AI iA[IIED R1410 C[IL[S'6. •'111PORIA.N7-' FOINISx !. LOP, Or rx1S WWI( TO THE 1NSTALLA710•S CURT IACiOR. AIPIAI Cn.INCEHID BC DL 7.0 PSF DRW CAUSR427 01162010 PRODUCTS. INC. SHA1L .191 OC RESPONSIBLE TOP. ANY DE7IATION FHDP. ,HIS OESIGH; ANY rAILUIC TO BUILD IN 1NUSSCS IN CID VJNMCL H1111 r:]; CA FABR[CAiIAv, MAHOi1XG, SIIIPiIMG. IRS1ALLlYG M•� BC LL 0.0 PSF CA -ENG I-MCK ALPINE OR ACIL'B or ]fl U55E5, 1H15 OESIRn COHrOIHS 1111H APPIICABLC PRDYISIOAS OF 6105 (NATIONAL OCST"N SPCCIf ICA, IBA POOL 81 IH? AMICAH FOR SI AND CAPER ASSGCl A710H1 ANTI TPI- AL:IHE CONHEC 100.5 ARL NA G► 2C•SA ASIH A65� 67110 4ALV. SiF[L, FSCE:I AS HOrLD. APIlS' CONNECT ORS TD * 4 * TOT. LD. 50.5 PSF SE4N - 55376 TACIT fACF OF TRUSS, AND CNLCSS OTHtiNISI LCCAIED OR ,1115 DCS]SH. P0SIl10n CBn LTCICAS PIR DimiHis 160 A -i. THE SUL ON TRIS DIAHU'G ISDICAICS ACCEFTAACC Or PP.OrESS10NAL EN-,INCCRSNG C DUR. FAC. 1.15 FROM SS iilpl1lC }.'IIgIRt'KI/:Q PCOfIS1GIS, Il7D. 9CSP4NSi61L174 SOLELY rca 111E TRUSS CCHPOHi NI OTSIGN 51144H, THC SUIIABIL1Ti AND USE Of rd1S /L�l.l ` $OCISlIOCOIO, CA 95828 COHPOHCAI TCR AA1 PARTICULAR aUILDING 15 T:r RESPOASIBIL]TT Or THE BUILDING OLSIGYLR, PCR OFC SPACIId6 24 ,0" AHSI /IPf 1.1995 SIcr10H i. 0 a .a z 0 .a T U z a w z w N a a CD .-I 1 - co Cn l� N +-1 r-1 O r -I O (PINUUUOU/ -rt l I C / P1AUUtII - U9 TOP CHORD 2x4 DF -L #] BOT CHORD 2x4 OF -L $] WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUNBER,PER IIDS-97 TABLE 7,3;3, DEFLECTION MEETS L/240.00, LIVE AND L/180.OD TOTAL LOAD, W5X6 = W6X4 (R) 1% —c—icA cimmr7rm nv _,RIIKC MFR CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0,12" DUE TO DEAD LOAD, III LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS; TO BRACE TC @ 24,DO" OC, BC 0 72.00- OC, 10 PSF DC LIVE LOAD•PER UBC. W3X8 l5l3rX6 w.] A i'1_ V12.5X4(A1) w2.5X4111 4 - 0---j w8x.Lz = W1.5X4 III 113X]O(F2) +9-0-0 -D 4 5 5 12 4-8 12 4-11-12 3-1 5-2-]1 5-2 ]1 6-0-10 �$ 7�-r 5-5-12 4-8-]2 5-1-e 2- 7-10-] B -7-15 6f 16-6-0 16-6-0• 7 � 15 4-0 L7-8-0 ''R•� 33-0-0 Over 2 Sup ports R=2152 11=3.5" R=1316 W=3.5" PPF?OW PLT TYP. Wave TPI -95 R Design Criteria: TP! STD UBC 19,4a CA ] - - - F Scale =.1875' Ft. LamggrellowLumher "VARUEHc'- 7RLIMS REOUIRC CXTAERE CARL FA fADR1CAl10R, IIAVOLIAG, 51IMP1HG, 1NSrALLIV6 PAD TC LL 33.5 PSF REF R427--76167 89 Laren At�In% Cluco CA 95928 GRACING. OrrEO 10 NI6'91 (NAHDLIHG INSI.IILIAG Ano oflacfro:), ;uBLISH[D ay Fri (TRUSS P1AlC YES I [Hsi I iE. 581 D'ONofIII OI SUIiC ZDa. MADISON. HI s]I19), r0rt SAFITY %IACrICCS PR1C:1 10 �{�" PEflromm 111ESC FUNCr10NS. UNLESS Ordimsc INDFCATEO, T01 cNC•10 STALL HAVE PROPIILV AITACIICO TC DL 10.0 PSF DATE 06111101 STRUCrti IAL P.1AlL5. BOITDN C-10,111 ALL IIAYr A TROP ISLI AIIACNCC ,IG fD CE]I ENO. els. DL 7.0 PSF DR l•1 CAUSR427 D1162011 '•IMPORrANI'• F¢.lNfiN A COPY r INIS DESIGA 10 7NC INSTAILATIOH CONrfl,c,.R. AL)lllC IHG[S[CR°D .O PRDDUCIS, INC. SHALL ROT OC AISPONSIBLC FOE ANY DCV IAIIJN rROR IN 15 DIS16A: ASV FAILURE TC• rn Do1LD 711E IRUSSES IH CONra'RNANCE NITw IP[: OIL LCdA1CATIR,. HAIDLLSS, SHIPPERS, JNSrAILIAG AND p� F BC LL 0,0 PSF CA -ENG LVT/CWC ALPINE BRACrR. TRUSSES. IH1S orsmo CORFOaMs HIEN APPL1CADlE PRo1f5SOH5 RDS (RAIIe 1. DESIGS S P[CI7]OAIIOA PUBIISHIO BY 711E AHIRICAH rDRE5T Ado PAPER ASSCCIAIIOH) AND TPI. ALFIVL 63II1C0] CONN EC10Rs ARC NAJE Or 20CA ASrM A613 C04D GALS•. SlEll. IICOPT AS NOTED. APPLE CUAIECrORS T. * * TOT AD. 50.5 PSF SEQN - 55458 ]ACEI rice OF 1 R SS, APD UAl CSS J111ERNISE LOCATED DH _,Ills DCS EGH. I.SIrI&I C HNECI0RS PER GiAH[46S I60 A.Z. INC SIAL ON IRIS CRAHIAG IAOIC.VES A[CCPTAMfI OF PROF[SSICRAL [NGI1lCRISS C OUR .FAC . 1 15 FROM $ S Alpine; En in0ered Praluc , Inc, drSPGUSIBIL17i sotul FOR 111E TSUSS COP.P3HEN7 C;SIGV SHORN. THI SUIIABIIJT( AND USE Or 1 -IS P 3DclaDeula,CA9582B COHPJNCRI FOI AAA P llCUTAR O.ILDIH6 15 III( RESPORSIDIIIIY Or rdE OC'ILDIAS DESIGNER, PIA �CA SPACING 24 .0" FHSflip f 1.1795 SCCr)0N 2 . UZI C) \ c7 ,-1 0 70. 0 a a z C) -1 t (MAD00607-PEIIL / MADUEN - U5 TOP CHORD 2x4 DF -L #1 BDT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3, DEFLECTION MEETS L/240,0O LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. ......en conn rnuoulro rrmi r n DADS R DIMENSIONSI SUBPIITTEO BY TRUSS HFR. Ji- --- CALCULATED HORIZONTAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.09' DUE TO DEAD LOAD. (A) CONTIHUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER, IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLIIIS: TO BRACE TC 24.00" OC, BC 0 72:00" OC, W5X6= W2.5X4 W7XB= 142.5X4 (A1) = W3X10 � V12.5XA Ice qIE 7-4-0. 5-4-14 1 4-9r -10 I 4-]L 1 W1.5X4 III -3.1 5-2-1] 1 5 2 11 _2- 7-10-1 �- 16-6- I 17-9-U I7-a_n 33-0-0 Over 2 Supports R-2308 W=3.5" 6.0- -7-ir 9-0-0 113X8 (A1) R=1163 W-3.5' p . De1 SPP . Vs - PLT TYP. Have TPI -95 R Design Criteria: TP1 STD UBC 19,4a CA/ -111-/-/-/F Scale —.18in LrL. LalgrellawLum6¢r A•HARAIKG•- 1RUSSES RIOUIRC CXIAEH? CARE IN FABRICATION. H.INOLIAG. SHIPPING. IHSTALLIAS A40 TC LL 33.5 PSF REF 8427--76168 89LDre1tAitllne ChiwCA95928 BRACIAG. RIFER 10 RID -91 (HANDLING 1NSTALLIVG ASD ORACIHG), PUBLISHED BY Ill (19 -ISS PLATE Q�BFES9JI0 1N SIITUIC. 581 D'OVOFRIO DR., SUITE IGO. HADISOR, NI 577]9), FOR SAf!IY PRACTICES r(ICN TO PERTORNING MESE F9NCIIONS. UHLESS OTHCRVISC 1HD(CA1ED. ICF CHGAD S"4LL cA%E FRO?ILLY ATTACHED ��, TC DL 10.0 PSF DATE 06/11101 SYR UCSORAi PAA(LS. :OT TON ChDRD SHALL HAY[ PR A OJIRLY AIIAC11C0 it GID CC II IMG. 1 ✓D •"IHPORTAHI1• FURNISH A COPi. OF THIS O°5161 TO 111E 1NSIAILATION 011111!CIOR. ALFIRE LHGIAIEREJ BC DL 7.0 PSF DRI -1 CAUSR427 01162012 PRODUCIS, INC. SHALL AOT DC ICSPJHS TULC FOR ANY DEYIAr ION rROH Id15 O -SIGN: MY FAILURE 10 OUT LD 111E 1RUSSCS 1N CORFORHAHCE HIM IPII CR r RIC AT G. HANDL I.S•i, S'I PPI VG, INST All I 11-1. AHG BC LL 0.0 PSF CA -ENG LVT/CI4c A L P I fd E DR ACIVG Of IBFSSES. THIS DESIGN CONfCRHS LITH APPi]CABtL PROVISIONS HOS (AAt1A LPOSAL D"t SIGY COHNFC1O851GII AREPHAOLSGfODY 2OG ATilt ASMNA6 i]Ai ruReST WO PAPER GR1D GALV. STEII, LICCPII AS VOTED. i 11 .APPLi CCAHCCIC'IS TO I Sir * * TOT . L D . 5 0 . 5 P S F S E Q C! - 55392 EACH rACT OF IRU SS, AAO UNICSS UIIIER IISE LCC.11 ON THIS JCSIGN, POSIT(OH COHHECIDRS PEO p]]lt�1LL D�n FAC. 1 1rJ FR01.1 SS DIANINGS 160 A•1. THE SIAL ON THIS CR.Cyls IVOIC AT ES ACCEGIAHCi Or FiOrESSIONAL INGrNI MS CR1R R A RESPONSIBILITY SOLELY FOR IIIE BUSS COHrOlIENI Cd SIGV 511011X. IY.I SU(IADIt11Y AHD USE Or THIS MA Alpluu Eugitimcd Products, Io O, CONJOHEA7 Fiat AAt PAR ACUt AR BUIL OI NG IS ThE RI SP OS SI B(UT7 Or reI BU ILD ARG OE SI6Nft, JI( lT 6 S P A C 10G 24. B " Smermueoto,CA 95828 ANs11 1? 1.1195 s(CTIOH 2. N M 0 \ 0 0 F T IrlHuUUOLJ/ -rC I I L / PIAUUtry - 00 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 110 PSF BC LIVE LOAD PER UBC. W5X, 5-6-15 144X4 = W2.5X4 el�vn — LEFT END VERTICAL NOT EXPOSED TO WIND. CALCULATED HORIZONTAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.09" DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. 142.5X4(R) Ip W1.5X4 III W3X8(A1) a fEf 6-0-8 �►_ 16-6-0 J 4-10-8 T 17-8-0 22-6-8 Over 2 Supports R-1123 W=2" R=1153 W=3.5" T) L 4-4-2 - -hk T 0 0 PLT TYP. l4ave TPI -95 R Design Criteria: TPI(STD)/U C CA - 1 - - F Scale =.25" Ft. LDngfellowLumber 89 Loren Avenue, Chico CA 95928 **WARNI•NG"- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND inSTITUTE,REFER PRIORPLATE 503 D'ONOFRIO DR1.. SUITE 200.INSTALLING MADISONI, WIRAC53719).PUFORSSAFETY PRACTICES(TRUSS TO PEAFOONIRG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. W. hF F'Ln TC TC LL DL 33.5 10.0 PSF PSF REF R427--79811 DATE 06/12/01 "'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 P S F D R14 CAUSR427 01163021 ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMARCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN COLIFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN IC B C L L D. D PSF CA -ENG L V T/ GlJ H Products, Inc. Alpine Sacramento, SBLIarllento,CA9s828 SPEC IF I C T ALPINE CONNECTORS 011 AREPMADESOFD20GABY TASTMHA653AGR40RGALtlEST At1 STEEL. EXCEPTPAPER I ASI NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01l THIS DESIGN. POSITION CONNECTORS PER OR A111NG5 160 A-2. THE SEAL ON THIS DRAWING INDICATES A[[EPTANCE OF PROFESSIONAL ENGIIIEERItIG RESPONSIBILITY SOLELY FOR TILE TRUSS COHPOt1ENT OE S1Gtl Sit NN. THE SUITABILITY AILD USE OF TIIIS COMPOIIENT FOR ANY PARTICULAR BUILOTUG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ALIS]/TPI 1.1995 SECT 10 2, * J U 12 2001 * .L� CIVIL. P 9� OFCg1IF TOT . LO. 50.5 PSF S E Q N - 55461 DUR .FAC . 1.15 FROM SS SPACING 24.0 N M 0 7n 0 0 z T (rn.uuuuui -rr i I c I rmuuti4 - uF TOP CHORD 2x4 DF -L #1' BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS-97.TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 5-6-15. W04 I n7a unu rncrMnw -4-1 -unrUI— ,OVUI L-11 a �,..�...,..,....7 ��.., �. ...--- ... ... LEFT END VERTICAL NOT EXPOSED TO WIND. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 III W3X8 W3X6 (A1) (< 6-0-8 I 16-6-0 d col�a4, `� fE 22-6-8 Over 2 Supports R=1117 W=2" R=1296 W=3.5"App Ffovpru PLT TYP. Wave TPI -95\R Design Criteria: TPI STD UB CA/ -/l/-/- -'F Scale =.25 Ft. LO Lumber 89 Loren Avenue, Chico CA 95928 "WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAIIDLIHG, SHIPPING, INSTALLING AND BRACING. REFER TO 1118.91 (IIANDL 1112 INSTALLING AND BRACING), PUBLISHED BY TPI, (TRUSS PLATE �Q Q3� Opp W. y TC LL 33.5 PSF REF R427- -79814 11157ITUTE, SB3 O'0NOFRIO OR.. SU[TE 200, MAD ISO11. NI 53719), FOR SAFETY PRACTICES Pp10R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERBISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �(J Q y y T C D L 1 0. 0 P S F DATE 06112101 57RUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT"" FURNISH A COPY DF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN61REERED B C D L 7.0 PSF D R W CAUSR427 01163022 PH DUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FNTHIS DESIGN; ANY FAILURE TD N 005 BUIlO TIIE Tp US SES IN CONFOpHANtE WITH iP1; OR, FABflICA71N6, HANDLlN6, SHIPPlH6. INSTAIlIti6 AMD IN BC LL D. (] PSF CA -ENG LVT/GWH ALPINE (NATIONAL IGI! BRACING OF TRUSSES. TRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IIDSPI SPECIFICATION . L PIN E UBL SOFD20GABY TASTMNA653AGR AND PAP, TAP CONECTORS AREPMADE 40H GAL V. STEEEST EXCEPTER ASAT NOTED'. PLYCONNECTORSTO * .IU 12 2001 # TOT . L D . 50.5 PSf S E ON - 55463 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION COIINEC70RS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING 11101CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING pESPONSIBILITY SOLELY CIV DUR . FAC . 1.15 FROM SS Alpine E3lgincerCVl Products, Inc. FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 9� ,CaFCAl.1f $OCTRIIncerecto. CAoduct COMPONE'ITFOR ANY PARTICULAR 0UILOIIIG IS THE RE SP0NSIBILITY OF THE BUTLDIIIG BES IG HER, PER SPACING I 24. 0 ' AIISI/TPI 1.1995 SECTION 2. . N CD \ 00 CD 0 Z. 0 .a w w z 0 .-1 I 0 r� 00 M CD rn w N N —4 O \ N CO 0 (MA00060/-PEIIL / MADUEN - Lsgej el TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard TRUSS DESIGNED FOR 18" MAX. OUTLOOKERS GABLE FACE MATERIAL: 10 PSF MAX. rn o" -- MCD PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL -PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24,00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I(K) 2X4 DF -L #1 OR BETTER BLOCK. ATTACH BLOCK TO THE TC WITH W2X4 PLATES @ 24.0" OC THROUGHOUT, PLUS HEEL PLATES SHOWN. TOP BLOCK MAY BE SPLICED AT ANY POINT USING 415X6 PLATES W4X4 W4X4(A1) � W4X4(A1) k1-6-0� L<1-6-0 BJ 6-0-0 12-0-0 Over 2 Supports R=1092 W=3.5" R=1092 W=3.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC Longfellow Lumber "WARNING" TRUSSES REQUIRE EXTREME CARE 111 FABRICATION, HAHOLING, SHIPPING; INSTALLING AND 89 Loren Avenue, Cldco CA 95928 BRACING. REFER TO H1B-91 (HANDLING JUSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE �C INSTITUTE. 583 0'DN0 IO Dfl.. SUITE 200, MADISON, YI 537]9),, FOn SAFETY PRACTICES PRIOR TO ox- W PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIt1E ENGINEERED •PRODUCTS, INC. SMALL 'IDT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO O. � S BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING. HANDLING. SHIPPING. IIISTALLING AND A L P I N E BRACING OF'TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IFICATIOtI PUBIi SIZED BY TIIE AMERICAN FOREST AI10 PAPER ASSOCIATION) AND TPI. ALPINE Ju 12 200 1 CONN ECTOgS ARE MAOF OF 2OGA ASTM A653 GR'0 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO i. EACH FACE OF TRUSS, AND UTILE 5S OTHERWISE LOCATED 011 THIS DESIGII, POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL 011 THIS ORANING ItIDICAT, ACCEPTANCE OF PROF ESS I OVAL ENGINEERING Alpine Engtnecred Producis,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COHPOHENT DESIGN SHOWN, THE SUITABILITY AND USE OF Til IS �9T CIVil' �1�P SBCfBm¢Oto, CA 95828 COMPONENT FOO AHY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER IC� CA�FQr' ANS I/i P1 1.199S SECTION 2. 9-0-0 61 CA/ -/1/-/-/-/F TC LL 33.5 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 50.5 PSF DUR.FAC. 1.15 SPACING 24.0" 3 V. Scale—.37511/Ft. REF R427--79817 DATE 06/12/01 DR W CAUSR427 D1163025 CA -ENG LVT/GWH SEQN - 55499 FROM SS This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer (builder, building contractor licensed contractor: erector or erection contractor) to property receive, unload, store, handle. install and brace metal plate connected wood trusses to protect life and orooed . The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project. Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will 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. ,d44 TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities invotied, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein bybuilding 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 permissioi of the publisher. Printed in the United States of America. � TRUSS'STORAGE 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. CAUTION: Trusses should not be Aunloaded on rough terrain or un- even surfaces which could cause damage to IFe truss. CAUTION: Trusses stored horizontally should be 1A supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 AWARNING: Do not break banding until installation DANGER: Do not store_ bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until buedles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. AWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. DANGER: Walking on trusses which are lying flat A is extremely dangerous and should be strictly ]prohibited. Frame 1 Up to 24' 1 3%12 1 8'1 17 1 12 Over 24'- 42' 3/12 1 7' 1 10 1 6 Over 42' - 54' 3/12 1 6' 1 6 1 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine oy HF - Hem -Fir SPF - Spruce -Pine -Fir ry 0 YO'Oeg �Q y 0 Diagonal brace also required on end verticals. Tap chords that are lateralM braced can buckle togetherand cause collapse it there isno diago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord PLUMB 1 Truss l Depth D(in) l o) 12 v �3or greater 9't~ s/ t4 19 B s/ " All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace ------ Required 10' or Greater Attachment / Required —J/ AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. l Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" 1/4" 1 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1 /4" 5' 96" 2" 8' 108' 2" 9' 1 T ±1/4. BOW Length L(in) Lesser of U200 or 2" — L(in) — L(In) ................................. Lesser of U200 or 2" L(in) U200 L(ft) 50" 1 4" 4.2' 100" 1 2" 8.3' 150" 3/4" 12.5' L(In) U200 L(ft) � 200" 1" 116.7' 250" 1-1/4" 120.81 300" 1-1/2" 25.0' OUT-OF-FLUMB INSTALLATDN TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do nct ct.t trusses.® construction loads ofany�&scrlptionbeplaced A on unbraced trusses. Frame 6 WARNING: Do not F-ttach cables, chains, or WARNING: Donollift single trasseswith span ea hooks to the web members. 11A greater than 30' �y-the 3eak. 0 f iso* so° or MECHANICAL L.Ngm... I or lass TagApproximately Approximately \ Tag Lige %tru3s length % truss length \ Line Truss spans less that 30'. Lifting devices should be connected to the truss top chord with a closed-loop) Strongback/ attachment utilizing materials such as, Spreader Barslins chains cables n Ion siva In ' SpreaderBar 9 Y pp g,l % 10' Toe In To? In etc. of sufficient strength to carry the weight of the truss. Each truss should be FST�4NJrN111J1A1_' 1114101-11set in proper position per the building' 1,/I/VIVI designer's framing plan and held with, Approximately the lifting device until the ends of the, oppraximately 1/.1o3,13 truss len h truss are securely fastened and tempo= V3 a 3� t-uss length Less than or equal W60' : rary bracing Is installed. r I Grea:ai than 60' Tag tin D Tag Line Strongbacki Spreader Bar . SpreaderBat rf 10' 10' Toe In — Toe in At or above , I , mid -height Approximately ApproKirvately 34 to Y3 truss lengthTag 3/ t,)i u truss length g r ` Tag Less than or equal to 60' Line Lie Gre alter than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for rhe Instana-Jon of trusses with similar configurations. Consult a registered professional engineer If a different bracing arrangement is desired. The engineer may design bracing in accc-cance with TPI's Recommended Design Spec►Tication for Temporary Bracing of Metal Plate Conrecred Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possit le. 1i0UND BRACING BUILDING INTERIOR' r G t :: ......... brace lateral (LTi d ;6 (G d" nate (GOD) Note: 2nd r eyetet� shall have ad ate capacity to support grounc races: 2nd flo•,r 1 of floor ACAUTION: Ground -,bracing required for all installations. Al Frame 2 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 L 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. 2x4/2x6 PARALLEL . TOP CHORD :CHORD TRUSS TOP CHORD DIAGQNALBRACE ' MINIMUM LATERAL BRACE .SPACING (DBS) SPAN DEPTH: SPACING(LBs) #.trusses .::. . . SPF/;H;F Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 1 48" 5'1 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 L 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. End diagonals are esse`ial for stability and must be duplicated on both ends of the truss system. =45° 1020'(DBs usses ,p f)F/HF�?' WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle toge•.herand cause collapse if there fano diago- nal bracing. iago- nalbracirg. Diagonal bracing should be nailed to the urderside of the top chord when purlins are attached to the topside of the top chord. Is 30(Ogs1 lipases 2, D C All lateral braces lapped at least two End diagonals are essential for stability and must be duplicate. _ on both ends of the truss system. Frame 5 450 30" or greater 66 Olt 2 0<� 3 Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required - 3'/2" r Trusses musthave lum- ber oriented in the hori- zontal direction to use this brace spacing. 2x4/2x6 PARALLEL . Continuous :CHORD TRUSS Top chord ' , Lateral Bract Required Top chorda that are laterally braced can buckle togetherand causecollapse if there is no diago- 10" nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachmer Required End diagonals are esse`ial for stability and must be duplicated on both ends of the truss system. =45° 1020'(DBs usses ,p f)F/HF�?' WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle toge•.herand cause collapse if there fano diago- nal bracing. iago- nalbracirg. Diagonal bracing should be nailed to the urderside of the top chord when purlins are attached to the topside of the top chord. Is 30(Ogs1 lipases 2, D C All lateral braces lapped at least two End diagonals are essential for stability and must be duplicate. _ on both ends of the truss system. Frame 5 450 30" or greater 66 Olt 2 0<� 3 Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required - 3'/2" r Trusses musthave lum- ber oriented in the hori- zontal direction to use this brace spacing. Top chorda*at are laterally braced can buckle togetheran i cause collapse inhere la no diago- nal bracing. Diagonal bracing should be nailed to the unde-:nide of the top chord when purlins are attached o the topside of the top chord. =45° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir Ni TOP CHORp TOP CHORD' DIAGONAL BRACE '. SPAN MINIMUM PITCH' LATERAL GRACE SPACING(LI3 1 SPACING (D8� # trusses ; Required —� trusses. 0 K1111 U to 32 4 12 8' 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required —� trusses. 10' or Greater Attachment Required 32 of te0 / WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - L30' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -fir SPF - Spruce -Pine -Fir ContinuoulE Top Chord Lateral Br=_ce All lateral braces Required lapped at least 2 �— trusses. 10' or Greater Attachme- Requires 2e. O� /ess =45°. / Frame 3 109 6Q0� °Cry IV ey jQ Top chords that are laterally braced can buckle y9QQ\ togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. o� 12 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. i ' .. BOTTOM CHORD ; $OTOM CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBc� SPAN PITCH SPACING(LB Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 1 15' 10 1 7 Over 48'- 60' 4/12 1 '15' 1 6 4 Over 60' 1 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. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. SITE PLAN RE .. VIEW APPLICATION, Date: 6 - 21— O / AP# O611— 27 D — 41 `i Permit Number (if applicable) — % _I 3 APPLICANT INFORMATION Parcel Size: ) 2S A L Owners Name: h')PDDCLJ h >I`47 FHJ:—;� Z Nn77 -� c Owners Address: _� 3 D2 C WS-rC?'_ h -)P&A Ll A GA qS9 5 ) Telephone No.: 5c15"— L)g 0 b J Situs Address: L.IJS-T�� C, j 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 ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) in Approved . ❑ -Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: N Snow Load Area: - TO ` &D -�T- ❑ Land Conservation AEt 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: Iii • Flood Panel No.: 0900 C— Index Date: ❑ 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: rk-1 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 Jam. L Side `� ? Side Street Rear 30 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 -------------------------------------------------------------------------------------------------------------=----------- Subdivision Map Special Fees ❑ Water Tender Applicable Development Fees: Road Improvement Standard Fees Amount Formula ❑ Fire Other (per map) ❑ School* . . ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------------------------------------------------------------------------------=----------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) ' Check with school district to verify actual fee if pre -application review. A final determination will be made at the timeof the building permit. Parcel Created By Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: ❑ Parcel Deemed to be legal Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger F1 Obtain a Lot Line Adjustment El w Complyith 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 It Subdivision Map/Parcel Map: ffarz-A c� r S I Flt,) E S N 1 Map Date of Recording: Lot: 6 1) ❑ Use Permit/Minor Use Permit Permit Number: Book: S8 Page: 9 2-/q q ❑ Comply with the following Conditions of Approval: 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 on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 v . I a 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DocumentABuilding Permit Site Plan Reviewl.doc . Page 5 of 5 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 2 10 10 1 —101028737 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 12:31PM 03 -Jul -2001 REC FEE 7.00 COPIES 1.00 PENALTY 3.00 Fay 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: LOT (,,q AS 5ike�wrJ Ov-1 ��1tsT C�2TA�I�1 t�AP CNT�Tt_e1� ��HH-Nws— Ri✓ cx� rz tam ► � TSE z �t.E ©�= TZ'►� 2E CAQ ��Q O r �T� C�u,'nV o f Z u'roE , S r �T E OP CAL►�o�t��a allotY a�I4'3 ;4N� tl� �1fCEPT�11� zYt�1ZE1=Q6An (��L M11J�iZALg OILi GAS-APPr�LTUYM Al✓ b T -HC HYAeC)CA9 w► N .PeauiS\ON Yvl a � nr�t, ALL M►13�Nc� oPE�p'no O c-`�LL� i gE NSP `ti, Ft►.�fl N ta7 v.1a l� �.�Ma4� 51� �.i�. `�, E )�,nnsE -r o -r R E; 5 u F A Lt -L; N +soN c`tc6lsivE EN -it 1Ei�tC Gv� °1_ l_c�Zs A. g ANS C �T HE C�a`'><nl7N i1QE SI T"�QLGN pTE �AR1�.btig� PAS ��-2�6 �N `11a�sTC�c_I.AeAT10�'SG1= �F+NF,iC1°e� 6N&F�Stz , Ric. AT l�t4 A e.cP. _ X1.\1 Date (o-30- 01 PROPERTY OWNERS: /OALt u - tvct"� M a.-cr tit t w M. pA A D A EE n 'f er Wt4deA-, State of California ) County of B u tt t ) On —1, /Q % /0 / before me, personally appeared J e- n Ili' 4eh ftl ad&^ &a d d -t+ h ew -M a cid e tL personally known to me (or proved to me on the basis of satisfactory evidenc) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: FRANKIE RUTLEDGE c� COMM. 01295941 NOTARY PUBLIC s CALIFORNIA i? a BUTTE COUNTY A.P. # L `-�' " -70 BUTTE Comm. Ex . MARCH 31, 2005+