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HomeMy WebLinkAbout079-080-023`��' r � ,. .. -- ....- _., - -, -- - ,~�•.L`i�I �', 'j� �,r'•—s �' +�: �.` �, Y.-�•�j' .�eiY,,, M` :«`M _. �'..•„"•ss..� . � r .ti.M1•, C . �g?.EDF.-uE;�ZT-"'sRTI"N .},-A A, %:& g QCT .� ' Orovi�le a 185�Parson Lane, 'lot 23, �' 9 ��•� PErmt#2263-87B,P,E,M(new single family) PREivIIER BUILDERS ' • Yeurning 185 PArson Ln, OrovillePErmit��3259-87B(install-wood , stove)SF .. j+� �� 4• ,rte I{ A ­Mqh\ . _... J �1� ✓ � ,.. ..,��,j ,:+y✓�/ ` 1N""._. -c .i � vW "h1 lati (.v �S�-i�4 �C... �i'�....'U� s Permit#3259787 Premier, Building 185 Parson Lane, ORo COUNTY:OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ��- ASSESSOR PARCEL NUMBER !� �' ZONING, C J BUILDING PERMIT OWNER1 i�j .�" N TELEPHONE S0. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ / Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER `4, LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty BUILDING ADDRESS Permit fee !$ $ r PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 7 SUBDIVISION NAME r PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF C1 Duplex❑ Mobilehome❑ Other I SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 1 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other g] Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p erjy (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions and my license IS in full rce and effect. pry? License No. �V l� Classification ❑` 1, as the owner, or my employees with wages as their sole compen- \ Jsation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) i] I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.6l +/Z¢sgft OR ACDNS. ACC. BLDGS. NEW CONST R.MULTI-OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e\\ SINGLE OUTLET CIR, / Ex. Occu 20e60e p�OUTLETS OR FIXTURES .L@ 301 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.I EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. `❑ I shal I not employ any person in any manner so. as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee Contractor $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-rfientioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments', costs, and expenses which may in any way accrue against'said County m c nseq' encs of the granting of this permit. X Date Signature of Applicant — Owner] Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ Occu P. CONST.TYP! SCHOOL FLOOD PARCEL P11 1 Ho 1 ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC y i By -, ' , . / PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been aid. P WORKS Date Receipt No. (I .� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT a f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR yR UM LP—�/yL//_VB v ZO BUILDING PERMIT OWN E TELEPHONE SQ. FT. OCC. BUILDING VALU ION OWNER'S MAI I G AD ESS Or CONTRAC R'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ � PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIV SION NAME PARCEL MAP 0 � / Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF* Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home TS G W O.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other& Describe work: Z;f2�/ , 44l'1 0G�i � 40 (29 �,���� ���� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 �— Main service 100V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professio d my license is in fullrce and effect. License No. rj( Classification 3 I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered )forsale. (Sec. 7044) A[, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.a) \ �20sgft OR ADONS. ACC. SLOGS. , NEW CONSTR. MULTI -OUTLET 2,50 ea NON.RESID .BRA CH CIRC UITS) POWER APPARATUS el SINGLE OUTLET CIR. / EX. Occup OUTLETS OR FIXTURES 200030 FIXED APPLTS (RE S. OR EX. OCCUp. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00. (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and h y authorize representatives of the County of Butte to a er upon the above en oned property for inspection purposes. also agre to save, indemnif a d keep harmless the County of Butte against all Iiabiliti s, Ju nt , co s and expenses which may in an way cc against ai Cou ty ' c q ce of the granting of this permit. 1 X Date a Signature of Applicant — OwneX Contractor ❑ Agent ❑ I t An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ s OCCUP. CON 9T.TYP[ SCHOOL FLOOD PARCEL D D ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECV OF PUBLIC WORKS c By Date PER EXPIRES Date �,��— Receipt No. Z9 ;/ WHIT!-D.P.W., ALLOW-A9OESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT 'COUNTY OF BUTTE - Department of Public Works 7 County Center Dr3ve,..Oroville., CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: 'An "owner-builder'building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will.'be issued until this verification is received. 1. I personally plan to provide the major labor a94 materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work 3. I have contracted.with the following person (firm) to provide the proposed-, construction: ,Name Address City Phone Contractors License No. 4.. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise,'and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work.but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type.of Work NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. PERMIT 140. - PERMIT EXPIRES OWNER FRTFnA HART MARTTN CONTR. Otilne ASSESSOR PARCEL Rh-Rfl-74 LOCATION 185 Parsons.Lane, lot 23; Orovi.11e q r Address ELECTRIC �q1 Date I OFFICE COPY Temp. P Address Call GAS Temp. Meter By�- D E ?` Cal M y IC _ Date Temp. Gas Service Called PG&E JOB FINALED (Date) - Zoe = OK '0 = Not OK - = Not Applicable =-Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Card -131 Date Card -B1 Date Card -61 Date Card -131 Date Date MOBILEHOME 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. jWater; MH Test -Regulator -Connector 7. Water and Sewer Connected=C/O to Grade -HD Approval 8. `Gas and Electricity Tagged 9. ,Exits; Insp.-Sketch 10.;Cert. of Occupancy Card -61 1 Date Card -81 Date Card -131 I Date Card -131 Date i 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.-Connec.- Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures. . 6. Carports; Windows -Doors 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Card -131 Date Card -131 Date .Card -131 Date Card -61 Date Date POOLS (Plans) OK except #'s 1. Setbacks -Easements I. ' 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness-• Dead Men -Lining - 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit ` 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -81 Date Card -B1 Date Card -131 Date = OK 0 = NotOK RESIDENTIAL (Single and Duplex) - =Not Applicable x Not Ready _ Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) _)k, Zoflinq requirements -Setbacks -Easements 44. bafters-Post Caos-Anchors-Connecters g ?� �! �tg., Main; Soils-S%el-Eled,43'rnd.-/ J �' Ftg. Depth 43 Cing. Joist-Rftr. Ties- Purl in -Roof Truss-Shthng.-Rfng. 11 g., Garage; Soils -Steel-/ /" Ftg. Depth fireplace Ties or Type A Flue -Fireplace Throat Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth fic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Stemwalls, Main; Steel-Blockouts-Wrapped 4"_drm. Windows or Exiting Doors -Sill Hgt. &Dimensions e-, t t temwalls, G ; Steel-Blockouts-Wrapped . Gprage Fire Protection Framing b , ` 11. l b; Steel -Wrapped _ %tj ce Ftk Steel - D.W.V.; II -Fittings- t-2 w8v C/O -Sewer Test r -Service Test 12,_E1ectfic_Uad a rg ro u n d 13-124enuaw--0ucts; Clearance-Material-Suppft-Ins. 1A_Q*ders-Siiis-Anchor Bolts -Joists -Vents -Cripples 1 5-4nsaftfiron— Card-B1n7/7./P, Date GR and -B1 Date Card -B1 (ter % Da h / and -B1 V Date Date PEUMING (P ' ' OK except #'s ter Ht V t- cress -Combustion Air Water Pipe; Test & Anchors -Nail Protection �LBrD W.V.; Test-Fttngs &Anchors -Nail Protection power Pan; Test, First Floor -Tub Access Aff-Test Tub & Shower, 2nd Floor -Tub Access as Pipe; Size & Anchors Card -131 Date Xard-B1 Date Card -131 Date Card -131 Date Date ELECTRICAL (Permit) OK except #'s 22. FI tura & Transformer Clearance -Ins. Protection 23r-Elec. Receptacles Spacing -Lights & Switches at Doors W. -Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. equip. Ground made up w/Meeh. Fasteners -Bond Gas & Water 4-7. _?,Appliance Circuits in Kitchen & Conductor Size -128" Subfeed Wire Size/ / ga. Cu or AI-A.C. Wire Size/ /ga. Cu or Al 29. Range Circ. / / ga.V or AI -Oven Circ./ / ga. Cu or Al Insulated Neutral Yes No "rvice-Riser Conductors & Ground -Main Disconnect . 41"equip. Clearances Panels-Motors-Mech. Equip. lac. Clothes Closet Light -Shower Light -Spa Light Card-Bt12Date 7/9/Yard-131 Date Card -131 Date Card -131 Date Date ANICAL (Permit) OK except -#4K Ducts Insulation 5t&fort V nt Fan; Exhaust bove insulation densate Dr_ptli & Overflow; Size & Grade rnace- ,.Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnace in Attic Card -131 d95 Date Card -131 Date Card -131 Date Card -61 Date Date FRAMING (Plans) OK except #'s 9 _Sills, Proper Material & Anchors <3 is Studs -Nailing, Spacing & Bracing -Plates -Sound dqiOBearing Walls over Girders & Floor Nailing 1. aft Stop in Walls (r$t proof) ire Stops; Furred Ceilings -Stairs -Chases Bader & Beam -Size & Bearing erty Line Firewall & Openings Ext. Doors -One T -Check Garage -3rd story, 2 exits see"St irs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers r 64 -Siding -Nailing Veneer 5. S_Wcco Mesh -Drip Screed -Fd. Vents-Underfir. Access Glazing Area -Glass Protection -Skylights -Plastic 57. Shear Walls; Nailing -Bolt 58. Insulation-Walls-Clg. /1 59. Infiltration-Walls-Wndws Card -B1 Date7 Card -81 Date Card -131 Dat and -81 Date Date F1,NAL (Plans) OK except #'s OyE)d Steps -Door &Sidelight Protection -Landings "11. Smoke Detector Furnace; Vents -Clearance -Comb. Air-Connector- Jn Garage; Above Floor -Ducts -Meeh. Protection Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa {65. Elec. Trim & Subpanel; Breaker Sizes -La 6 ace Stove; Clearances -Hearth S,QQ $� 2SY-47 AR _Fier outlets at Wood Panel; Int. & Ext. 9. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance k-760. Elec. Outlets & Receptacles at Kit. Counter ✓71' Garage Fire Door; Swing -Landing -Closer 7 r Harr in c`a__.As, Damper 3. Wtr Htr.; Vents -Clearance -Comb it-Conne r-P.BaV� i ki arage; Above Floor -Meeh. Protection L -T4. Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. _76� nsulation-Foam-Looked in Attic ❑ Yes Go&F RaR94 Deck nstruction-Posl-RIfps 78. wl Hole Door -Drainage & Wood -Earth Cie nder Floor ❑ Yes 79. Following instld.; Drive es ❑ No; Walks tomes ❑ No; planters ❑ Yes o 0. Stucco; Brown -Finish A.C. Unit; Disconnect, Electrical, Plumbing Vents Above Roof; Pibg.-Appliance-F4ep"learance to Openings. ect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground A-99--yentilation throughout House i-96.,plass Protection 7. CorrectiopeffM Previous Inpebtions Gas TM -Meters Tagged; Gas -Electric 9. dater & Sewer Connected -C/O to Grade -HD Approval 415. Energy Compliance Certificate -Other Certificates Card -81 Dateln,i QrjCard-61 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -131 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS "-I 196'Memorial Way, Chico— Phone: 891-2751 7 County Center Drive, OroviIle — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE ki k OWNER I PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist lat the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this -matter, or need additional explanation, please contact this office immediately. Inspector =�Q/yL! Date 1 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE �Z G,7 -y7 OWNER PERMIT NO. A routine Inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter,: or need additional explanation, please contact this office immediately. Inspector) w'�� Date// ( ` COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWN 0 -8 PERMIT N A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE o2---263 -� .R PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 1 c: �— � Inspector '/ Date / COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE WNER A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to .this matter, or need additional explanation, please contact this office immediately. Inspector Date Y Permit No.�-% E N E R G Y C E -R T I F I C A T 1 0 N LOCATION A. P. No. DESCRIPTION OF INSULATION L : ROOF Material i Thickness(inches) EXTERIOR WALL I Material ,L • -y /'-p- Thickness (inches) CEILING Batt or Blanket Type Thickness(inches) ! I Loose Fill Type Minimum Thicknes$ (Inche / 3 Area. covered (f t . ) _ FLOOR, ELEVATED . �jaterial Thickness(inches) jj :FLOOR., SLAB If laterial •� � Thickness (inches) i Width(inches) FOUNDATION WALL Brand Name Thermal Resistance (R Value) Brand Name eo)' C Thermal Resistance(R Value)/,/c"77 Brand Name Thermal Resistance(R Value) 3 Brand Name C Number of Bags© Wt. per bag _ _lb. Thermal Resistance(R Value) 3y Brand Name Thermal Resistance(R Value) Brand Name Thennal Resistance(R Value) 'Material Brand Name 1 Thickness(inches) Thermal Resistance(R Value) I hereby certify that -the above insuL•i tion was installed in -the above building in conformance with the State of fornla Energy Requirements. 3s� 7 IRM OWNEI STATE CONTRACTOR'S LICENSE NO. LATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and at•tachinents have been installed as required by the State of California Energy Requirements. All. equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. G7 Y1� �l�1r•P� a i. fiIRM TfE/OWNER (P e se print) i ., � �("�) 1 n SIGNATURE OF QrNERAL CONTRA.C'TOR/01.11-113R cr 6 I "l) STATE CONTRACTOR'S LICENSE NO. DATE TRIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL NSPECTION APPROVAL AND A COPY SHALL BE POSTE D WIT(IIN THE BUILDING . January 1984 J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS r• 7 County pente#� Drive - Oroville, California 95965 - Telephone: 916/538-7541 F. APPLICATION AND' PERMIT PERMIT O.. ASSESj,C�R P&SEL tynBER (f(t/p (�) p�rJa'J{ ZONI BUILDING PERMIT OWN R^�� 4N�J•/ TEL PHO�E SO. FT. OCC. BUILDING VALUATION OWS Nlr.ING ADDDRE55 +^ 17 CONTRACTOR'S,KIAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CON RUCTION LENDER UNKNOWN Total Valuation $ Filing Fee 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARFITECT OR ENGINEER Vo A& LICENSE NO. Plan Checking Fee $ 1 Energy Plan Checking -Fee $ 15 a ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 07 Solar or heat pump water heater 20.00 LOT N .S U/nB,�D,IVISION NAME �,( W p /s PARCEL MA Water piping 5.00 Each qas water heater or vent 5.00 I USE OF STRUCTURE SFDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G WT 10.00 ea TYPE OF WORK New Addition[] Remo�e.l❑ ilities Insta lation❑ Other ❑ Describe work: a1 ie ee r� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service (1101 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check.one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 314362 Classification ❑ i, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ i am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.&, OR ADONS. ACC. BLDGS. /Zdsq It NEW CONSTR.MULTI-OUTLET 2.50 ea NON-RESID BRANCH CIRC ITS POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. OCCup(OUTLETS OR FIXTURES 20009 0 FIXED PR Ex. OCCUp- OUTLETS (RESID 1EA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ® I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: if after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling (17) Hood 3.00 Ventilation permit Fee $ Qa Contractor I certify that I have read this application and state that the above information is correct. i agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Count in consequence of the granting of this permit. X � Date � Signature of Applicant — Owner F-1Contractorg Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP.1 CONST.TYPEI --T— ���� I I F71 PARC PD ND ,49y $ This permit is hereby issued under sion the Butte County.Code and/or wo in cated ab v for which R tOR OF PUBLIC B PER EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Q_7 Date fAA- 00 �--' ReceiptINo. � WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT i flwss s .wlwp� o� pip la. rvo co o lam' 7 -tea J- 8'i CAJ 3 Mol7oci Ifo doAAf X4�"� C940 pAafyv A. PyAf, .4 i - s r 0 Fi L-uMpallER- N Trs � :»roU l?M�►�iT„ ,61zsN�i h'4 M P.t lLo o,�' � Cay- �. � I T � � ►J ��-M v. -r I otJ �� t F:) Y� 15-M Pg Q- ° -TO P4-0 70 F 130, ? o 1�SI�r.1 "(SMP• PI F�c�D�►JGG � T D� .. 4v F¢ Got•!�U �T N� is k-� wPrioN L-4 v..�u � R.�J"sD ,>I;OoR-tom :jig. flu ct- 4v 4371 Ito S3 _,�. r; ; �� ur :ro ��..7.ln,;x+ _sA - ''rrRi'A'a.';. �T.• a_ �^ ,-i."'7+. � a'� w COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - B_UILDING D1VISI 'ON ,� ^9 7 COUNTY CENTER DRIVE - OROVILLE, Cq� LFO.RLj95965 - TELEPHONE 916/538-7541 PERMIT. APPLICATION DATA SHEET Permit No. OWNER �L G� GL1� �2i A. P. o. '�l - 0--2 :3:Proposed Building Use Building Inspector—01? At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate, signed by preparer of plans. . 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District''Fees Paid." ­,Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . 9. Letter of si"gnature authori ationy ariitation approval fromIfe Ith.Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) -14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) 15. Improvements may be required. . . . . . . . . . . . T16. Mobilehome Installation Data. . . . . . . . . . I , Pre-Inspec. request to (Date) 17. Pre -Inspection for__._. -_ _. _ _ .._.__ _ Required. Building Inspector �X18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. — f). PI plan approval from city of em:R C, 22. — — — -- Ven you issue the prmjt, pcess as follows: Magill to owner; Mail to contractor. TeVephone �s��// � and hold for pickupa of AXPoffice, Deliver w/inspector. Other //_7 -- Applicant �'""`�- Date — 7 /7/x Copy of plans sent Health Dept.; Fire Dept., Other Date The following data must be submitted prigr toper it issuance: (Circle new item not checked above). 1. Index permit for above items No. - 2. Additional items required: —___— Contr designer, owner, was advised of above required data by phone___rnaiI—counter by�ate –Ad 4-7 — Contractor, designer, owner, was advised c? above required data by—phone—mail—counter by date Plans checked by Ark Date2!0$61�2 Plans approvedlbyx ;' ' F -Date Sets of plans on hold in File cabinet AP folder Copy -DPW RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) Faraa door or g porch header sizes. 8/ Adequate bracing. wing area over garage - complete 1-hour separation required on garage side including supporting walls and posts, etc. two exits on three-story dwellings (Sec.•3303 & see Mezannines 1716). „g F+2/ Attic access and ventilation (Sec. 3205). .W-e— Underfloor access and ventilation (Sec. 2516). 1 �/. Wood stoves, clearances, alcoves & 1-hour shafts. 1� mbustion air for fuel burning appliances. � N1oise requirements on duplexes. dobe soils - special foundation design. Retaining walls requiring design. .CTnusual shape, size or split level house requiring lateral design.. RESIDENTIAL PLAN CHECKING GUIDE (S.F. , DUELEX &..MISC. ONLY) 7/85 F ��� Bldg. Permit # ��`3��/ OWNER . r� . A.P. # .air - • GENERAL ning requirements: (sideyards luation. s signed by designer. _;� gy Design and Compliance. xisting violations on property. and number of permitted living units). PLOT PLAN PLAN mplete parcel size and dimensions. S backs, sideyards, easements, etc. nt goos'l-�ther buildings or structures. �ading, fills, drainage. ood hazard. Special conditions on creation map or compliance document. FLOOR JRLAN mplete to scale plan with dimensions. quired windows for light and ventilation (Sec. 1205). .,,Required windows for second exit (Sec. 1204). ylights (Chapter 34 & Sec:.. 5207)., man impact glass (Sec. 5406). @!"quired room sizes, ceiling heights (Sec. 1207). �! G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). 84*'O'Light fixtures, switches, receptacles, and exterior receptacles for mechanical equipment.. maintenance of Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. *0000'01 arage firewall, door size, and closer (Sec. 503(d)(3)). - 3'0" exterior exit door (Sec. 3304(e)). 'Fireplace and wood stove location. 1�Smoke detectors (Sec. 1210). STRUCTURAL DETAILS WE oundation plan complete enough;'Ao construct building. loor construction details complete enough:to construct building. levations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. a4zvWFireplace construction details and calcs if necessary. ufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR posure I plywood on exposed locations and overhangs. to Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)).. rick or stone veneer (Chapter 30). xterior plaster - weep screeds (Sec. 4706). per roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. RESIDENTIAL ENERGY PLAN QHECK/INSPECTION SUMMARY FORM ' c Owner F. t4, /y!/�/ti/� < Climate Zone Permit No. *400, *4- Floor area oZ.?md Compliance path: Package ❑ A ❑ B ❑ C ❑ Point System. ❑ Budget ❑ Other; MIN R -VALUE " r ' DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: -�-- ,, .,� ■ Roof/Ceiling K a ■ Wall!etCy - I ❑ Slab Floor Perimeter ❑ Raised Floor (2) INFILTRATION: ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. ■ (C) All swinging doors andrr(iindows leading to unconditioned areas shall be fully weatherstripped. I I i I I 7/83 Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger . -� (3) GLAZING: (A) Location Area Glazing Total Bldg .abV.3% ■ North /0.40 East kk.6 ■ South $a,.0 West ❑ Skylights (B) Shading RL IV 01 10 Ed I %Floor Area Single Double Triple /A ./s X .�s x i3 X Shading Coefficient Description; East .(off. ICL Col -A ./ILC. - South West •• '� --- Skylights (C) South Overhang Length of projection) ft.Description (D), -Moveable insulation: Area ft4 Description_ • 5 t • (E) Thermal mass Type - Area Ft 12 HC= R= MC= Location Type. - Area Ft. HC= R= MC= Location Type - Area Ft.2 HC= R= MC= Location Type - Area Ft.4 HC= R= MC= Location Type - Area Ft. 2 HC= R= MC= Location Type - Area Ft. HC= R= MC= Location FORM . ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equippedwith a readily accessible, openable, and tight fitting damper to draw air from the. outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING; VENTILATING, AIR CONDITIONING SYSTEM (A) Heating ® Central Gas Furnace (brand and model number) Btu/hr (heating capacity) ❑ Heat Pump (brand and model number) Btu/hr (heating capacity at 47°F) ❑ Active Solar *1 II model number -2 / Flo SE ACOP type (liquid or air) Collector brand and ft2 solar fraction collector area collector orientation collector tilt rated y -intercept rated slope Other (describe) (B) Cooling Electric Air Conditioner (brand and model number) Btu/hr 'O - (seasonal EER) (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe). ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. ® (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. �j (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. ® (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. ® (G) DUCT CONSTRUCTION & INSULATION. All .transverse duct, plenum; and fitting joints shall be sealed with pressure sensitive tape or. mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 A FoR M 1 (6) DOMESTIC WATER SYSTEM _ ® (A) Gas Only Gallons (brand and model number) .(tank size) _ 13 Heat Pump w/Electric Backup . (brand and model number) Gallons (tank size) ❑ *2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope), (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) ® (B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. i ® (C) PIPE INSULATION. The five feet of pipe closest to the.water heater and outside conditioned space shall be.insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). ■ (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(•g), and fill out the following: Heating: Winter design temperature �°, elevation � 300 ', heating load 69,7 -2 -BTU .eleya ion factor L O x heating load = maximum outlet capacity gas.furnace & Y>�.o BTU Cooling: Summer design temperature °., cooling load (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE) *2 Submit T.I.P.S.E. chart or other approved system (form #5)'to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 SIGNATURE OF BUILDING DESIGNER OR APPLICANT 3 TOTAL,, POINTS = ae, -able 3-2. Slab floor Points ZONE 11 17nculs- I R -Value of Insulstion ( %. O/Z//�"�o l� Insulation OWNER -(4, POINTS I Insulation I labia 3-3a. Gelling Points 1 Depth, PERMIT NO. �.?(v.3 '�� ASSIGNED ACTUAL R -Value of Insulation Points 1. SLAB - INSULATION -12 1 0 I 0 1 0 i 1 -4 2. P.AISED FLOOR - R-19 -6 I u l - is s l -3 I -z I -1 1 I 19 I -4 I 3. CEILING - R-30-J__ ,2 20 + -5 i -1 i 0 +1 i 22 I S- -2 I I 3.7- 4.2 I -11 I -8 I -6 I �_� 49 I +4 4. WALL - R-19 1 -10 I -8 I 5.7- 6.7 I -10 I -6. 5. NORTH GLAZING - 2.413.6% J I ( I 6. EAST GLAZING - 2.5-3.6% Z -14 I -12 7. SOUTH GLAZING - 1.6-3.6% �2 � �- !able 3-4a. Wall Insulation Points S. WEST GLAZING - 2.9-3.6%�1 0 I R -Value of Insulation I ! I Points I I 9. SKYLIGHT - 0-1.3% I 9.8-11.2 I -21 I. -1S 1� 10. SHADING (Exclude Overhang) -20 1 i -0 I I -25 1 -18 •1 EAST - .66 . & G $ ; 30 i +3 112.8-14.0 SOUTH - .19-.42�- 1 8.9- 9.5 1 -31 1 -24 1 -21 I WEST - .13-.36 ," �� Z Table 3-5. North -Facing Glazing Pt 9.6-10.1 1 -33 1 .SKYLIGHT - .37-.57 •� �� I I Glazing Type T 1 .11. HORIZONTAL SOUTH OVERHANG 2' �-- �- y I Total I 1 I of I Sngl, Dbl, 1 Trpl, 12. MOVABLE INSULATION - NONE �� .�� I Floor 1 U - I U - I A:ee 10.66 10.42- 1 u - 1 10.41 1 13. INFILTRATION (Standard=0)(Tight=+12)I 11.10 10.65 O 1 •1 1 -94 I down I 1 +t I 0.1- 1.2 I +4 ! +21 1 +2 14. THERMAL MASS SF -�- 15. GAS FURNACE (SE) 71-76% I 2.4- 3.6 I -2 ( 0 3.7- 4.8 I -4 I -2 1 +1 I 1 -1 I 4.9- 6.1 I -7 I -4 . -3 I 16. 'TEAT PU1fP (EER) 7.5-7.9% 1 6.2- 7.3 1 -9 I -6 I -S I 4O 1 7.4- 8.2 1 -12 1 -8 I -7 I 17. DUAL PACK (SE.. SEER) 8.0-8.3/71-76% 1 8.3- 9.7 I -14 1 -10 1 -8 I WOOD STOVE ,,,,__ i� I 9.8-1. 1 -17 1 -12 110.9-122.00 I -19 I -14 1 -10 I I -12 I G�A-S WATER CHEATER 112.1-13.2 I -22 1 -16 13.3-14.5 1 -24 I -18 I -13 I -is I ATTIC�-' 9�• 'la `' ' � -.,./�. `3.. - 14.6-15.3 i -2i i -20 i -17 OTHER - TOTAL,, POINTS = ae, -able 3-2. Slab floor Points Table 3-2. Raised Floor Points 17nculs- I R -Value of Insulstion ( 1 'R -Value of 1 1 I tiun I I I Insulation I Yoi ti I 1 Depth, I I I I roces 1 0-2 1 3-4 1 5-6 F 7+ 1 1 -2 -r I 1 I I I 1 I bilov 3 -12 1 0 I 0 1 0 1 2.3- 2.8 I -6 1 -4 12 11 - 1 -s I -s 1 -s I I s- 7 1 -6 I u l - is s l -3 I -z I -1 1 J' e- I -{' I 116 - 1i I -s. 1 -2 I -1 oI I 1 18 ,2 20 + -5 i -1 i 0 +1 I -1 1 0 1 0 1 0 1 0 1 0 I 3.7- 4.2 I -11 I -8 I -6 I 1 r._ 7- S.T I -8 I -r 7/7/83 I I 4.3- 5.0 I -14 mote a -o. zasc-racinguiazing res. 1 I Glazing Type I -I Total I I I I of I Sngl, I bbl, I Trpl, I Floor I (U - I (U - I (U - I I Area 1 1.10) 1 0.65).1 0.41)1 1 I oints I oints I ointsl Table 3-7. South -Facing Glazing Pt 1 . 1 Glazing Type I Total I I I of I Sngl, I Dbl, I Trpl, I Floor I (U - I (U - I (U - I Area 1 1.10) 10.65) t 0.41) I I oints I otnts I oints o 1 +s 1 +y 1 • T- I up to 1.5 1 +2 I +2 1 +2 1 1.6- 3. -1 I j 1 0 ( 7- 5.2 1 -4 1 -2 1 -2 1 3.3- 6.5 I -6 1 -4 I -3 I 6.6- 7.7 I -9 I -6 I =5 1 7.8- 8.9 I -11 I -8 I -7 I 9.0-10.0 1 -13 I -10 .1 -9 110.1-11.5 I -17 I -13 1 -11 111.6-13.0 1 -21 I =16 I -14 1 13.1-14.5 I -25 ( -19 1 -16 114.6-16.0 I -28 I -22 1 -19 8 Table 3-10. S1 Table 3-8. West -Facing Glazing Pts. I I Glazing Type 1 1 Total I I I I of I Sngl, DDI, Trpl, I Floor I (U - I (U - I (U . I ( Area 1 1.10) 1 0.65) 1 0.41)1 1 I oints I oints 1 ointsl o •6 •6 +i 1 up to 1.3 1 +5 1 +6 1 +6 1 1 1.4- 2.2 I +3 1 +4 1 +5 1 I 2.3- 2.8 I 0 1 +2 t +3 i I 2.9- 3.6 I -3 1 0 1 +1 1 I 3.7- 4.2 I -5 1 -2 I 0 1 I 4.3- 5.0 I -8 I -4 I -2 I i 5.1- 5.6 I -10 I -6 1 -4 1 5.7- 6.2 I -13 1 -8 I -6 I I 6.3- 6.9 I -15 I -10 ( -7 1 I i.r-n I -18 I --t 1 -9 I 7.7- 8.2 1 -20 I -16 i -I1 I I 8.3- 8.8 ! -22 I -16 I -13 I ( 8.9- 9.5 I -25 I -18 I -15 I I 9.6-10.1 1 -27 1 -20 I -16 1 t 10.2-11.0 I -29 ( -23 I -17 I 111.1-11.8 i -35 I -26 1 -21 I 11.9-12.7 I -38 ( -29 I -24• I 112.8-13.5 I -42 I -32 I -27 I 13.6-14.3 I -46 I -35 1 -29 1 14.4-15.2 I -SO 1 -38 1 -32 I Table 3-9. Skylight Points I I Glazing Type i I Total I I I of T Sngl, I Dbl, I Trpl, I Floor I U- l U- 1 0- I I Area 10.66- 1 0.62- 10.41 I I 11.10 10.65 1 do -n I 1 a I +' • "+ I 1 Floor Area I up to 1.3 1 -1 1 0 1 0 1 I up to 1.3 4 1 +3 1 +4 1 +4 I I ( 1.4- 2.2 1 -3 1 -2 1 -1 1 I 1.4- 2.4 I +1. I +2 I +2 1 0 I 0 1 0 1 2.3- 2.8 I -6 1 -4 1 -3 1 I 2.5- 3.6 I -2 1 0 1 O 1 I I I 2.9- 3.6 I -9 I -6 1 -5 I I 3.7- 4.6 I -S I -2 I -1 1 0 1 0 1 0 1 0 1 0 I 3.7- 4.2 I -11 I -8 I -6 I 1 r._ 7- S.T I -8 I -r ( -3 1 I I 4.3- 5.0 I -14 1 -10 I -8 I 5.7- 6.7 I -10 I -6. 1 -5 1 0 1 0 1 0 1 0 1 0 I 5.1- 5.6 I -16 I -12 I -10 I I 6.8- 7.7 1 -13 I -8 1• -7 1 I 5.7- 6.2 I -19 I -14 I -12 1 7.8- 8.7 I -15 1 -10 1 --4 1 0-.12 1 ) 6.3- 6.9 1 -21 1 -16 1- -13 1 I 8.8- 9.7 1 -1.7 1 -12 1 -10 1 -1 1 -3 1 -6 1 -12 1 -a I 7.0- 7.6 1 -24 1 -18 1 -15 1 I 9.8-11.2 I -21 I. -1S 1 -13 1 1 7.7- 8.2 1 -26 1 -20 1 -17 I 111.3-12.7 I -25 1 -18 •1 -15 1 1 8.3- 8.8 1 -28 1 -22 1 -19 I 112.8-14.0 1 -23 -21 1 -18 1 1 8.9- 9.5 1 -31 1 -24 1 -21 I ( 14.1-15.3 1 _) -32 i -24 1 -20 1 1'' 9.6-10.1 1 -33 1 -26 I. -22 1 I SC by 1 I Orten- I 1 Floor Area 1 tation I I I ' I East I I 3.2 I _23.6+ 0-3.1 6.4 up I i 6to3 i 1 I I 0 -.19 1 0 I +1 i +2 I .20-.36 1 0 1 0 I 11 I .37-. 0 I 0 1 0 I. 7-.82 I 0 ( I -1 .83 up i 0 i -1 i -2 I South 1 0 1 3.2 1 6.4 18:0 1 9.6. I I to I to I' to I to I up 1 3.1 16.3 ( 7.9 19.5 I 0 1 +1 I +2 I +2 I +3 I 0 -.18 1 I .19-.42 1 0 1 0 1 0 1 0 1 0 I .4 I o-1 -2 I -4 I -4 I -6 West I .1 ( 1.6 13.2 16.4 18.0 I to I to I to I to I up 1.5 i 3.1 j 6.3 i 7.9 0-.12 1 0 1 +1 I +3 ( +6 I +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 I -3 I -6 1 -7 .58-.e2 I -1 1 -3 I •-6 I -X2 1 -15 up 1 I -2 I -4 I -8 i. -16-1 -20 I I 1 Skylight I .1 1 .6 11.6 1 3.2 1 4.0 I to I to I to L to 1 to 1 7 1_5 ( 3.1"1.3.9 1'5.2 0-.12 1 0 1 +1 I +3 1 +6 i +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 I -3 I -6 I •' .58-.82'.1 -1 1 -3 1 -6 1 -12 1 -a .83 up 1 -2 I -4 I -8 1 -16 1 -20 I i I I t Table 3-11. Horizontal South Overhane Pointe South Glazing 1 Length Out I Area, I of Floor 1 1 from Wall I I I ft r I -6.3 i 6.4 up -0- 0.5 -2 10.6 - -0 I -2 11.1 1.9 I =- 2.0 2.0 up 1 0 I O I' I I I I Table 3-12. Movable Insulation Points I Moveable Insulatioa.l I I Area, I of Floor I Points 0 - 5.5 1 0 I 3.6 - 11.5 I +2 I 11.6 - 17.3 I +4 I 17.6 - 23.5 I +6 I _23.6+ . I +a I b. Table 3-13. Infflttation Control Features Points I -Control Features I Points 1 I 1 I 1 Stindard I 0 I I I 19.9 air changes per hr I I I I 1 T-- Tight i +12 0.6 air changes per hr I' 1 I 1 I Table 3-15. Gas Furnace Withouc Refrigeration Cool!na Points I Seasonal Efficiency I Pointe 1 (SE), Z I (EER) I I 71 - 76 I 0 I I 77 - 82 1 +2 1 I 83 - 88 1 +4 I I' 89 - 9. 1 +6 I 1 95 up I +8 1 62 Table 3-16. cleat PumD Points I Energy Effic!ency I Points I I Ratio (EER) I 1 I 7.5 - 7.9 I +3 I I 3.0 - 8.3 1 +6 I I 8.4 - 8.7 I +9 I I 8.8 - 9.1 1 +12 I I 9.2 - 9.6 I +13 1 I 9.7 - 10.2 I +18 I I 10.3 - 10.8 I +21 1 I 10.9 - 11.5 I +24 I 11.6 - 12.3 I +27 I 1 12.4 - I 13.2 1 I +30 I 1 Table 3-17. Cas Furnace With IRefriBeraciod Gas Furnace Cooling I SE ; 89- 1 1 761 821 881 941 1 8.0 - 8.3 1 01 +21 +41 +61 +8 1 1 8.4 - 8.7 1 +21 +41 +61 +41+10 1 1 8.8 - 9.2 1 +41 +61 +81+101+12 1 1 9.3 - 9.7 1 +61 +81+101'121+14 1 1 9.8 - 10.3 1 +31+101+121+141+16 1 1 10.4 - 10.9 1+1G1+12i+1s1+161+1S 1 11.0 - 11.5 1+121+141+161+'181+20 1 7/7/83 'TABLE 3-14 (ADAPTED) Vass nur, , . re LONE 11 INTER.10111 THERMAL NASS POINTS AREA 1,000 1 7 - 14 I +2 I 1,500 1 +4 I I 24 - 30 x2,000 I 31 - 39 I +8 1 2.500 I : +10 I 3,000 I 56 - 63 I 3,500 I +18 , 4,000 60-69 I 4.500 0 +3+7 S.000 1 SQ. FT. A 8 C D A I C 0 A 8 C D A 8 C 0 A 8 C D A B C 0 A I C 0 A I C D a % C -� r +4 +5 1 +6 +7 +9 All others (pe jbafn4ing points) 0 +5 +10 +14 +19 +24 +29 +34 905 0 +4 +9 +13 +17 +il +26 0-0 coo) �914' 0 +4 •+7 +il +15 +19 +22 +26 0 +3 +6 50 2 2 2 2 2 2 2 01 2 2 2 0 0 0 0 0 0 0 0 0 0 0 3,000 ar.d uo _O +1 0 0 0 0 0 0 00. 00 01 IDG. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 OI 0 0 0 0 ISO 6 6 6 4 4 4 4 2 2 *2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 8 2 2 2 0 2 2 2 0 1 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 .2 2 2 .22 2 2 2 2 2 2 2 2 2 2 '- 2 O 253 l0 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z' 309 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 7 2 2 2 t 2. 2 2 2 350 14 14 12 8 10 IG 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 2 2 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6 - 6 4 2 4 4 4 2 4 4 4 2 4 4 2 2 3 4 2 2 509 IS 18 16 10 12 12 10 6 10 10 8 6 R 8 6 4 6 6 6 4 6 6 6 2 6 6 4 2 1 1 1 2 4 a 1 ; j S00 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 6 6 4 6 6 6 4 6 6. 4 2 1. 6 6 J 2' 793 ' 24 24 20 14 18 16 1 I 10 14 14 It 8 10 10 10 6 10 10 8 6 8e 6 4 8 6. 6 4 6 6 6 1, 6 6 R 2 1 , 230 26 24 22 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 B 6 10 R 6 1 - 6 6 4 a 6 6 1 6 6 L 4 I 903 28 28 24 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 I a e '8 4 6 6 6 4 6 6 6 r i 1,000 30 70 26 18 22 20 20 14 18 18 16 10 14 11 12 8 12 12 10 6 12 10 10 6 10 10 8 6 6 8 0 4 6 6 4 i I.;OU .IT 32 28 TO ?/ 2! 22 14 20 20 18 10 16 16 14 8 14 14 12 8 I2 12 10 i 10 10 10 6 ID 10 8 E IJ e e 1,200 71 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 11 1{ It 8 IC 12 12 8 'it 12 10 6 1J 10 8 6� In to 6 6 1,300 34 34 32 22 28 26 24 16 22 22 20 12 18 18 16 10 Iu 14 14 6 14 12 12 8 12 12 10 6 12 10 10 6 10 10 F. b 1,400 34 -34 32 24 28 28 26 18 24 24 20 11 20 18 12 18 16 14 10 14 14 12 8 14 14 12 8 I2 I' :G 61 10 10 13 4 1,500 36 31 31 24 30 30 26 18 24 24 22 14 22 20 18 12 18 18 16 10 16 16 14 8 14 14 12 0 1? 12 10 7.1 1? 17 1: I 2,000 34 34 32 22 30 30 26 110 18 26 26 22 16 22 22 20 14 124 20 20 18 12 16 18 16 10 16 16 i3 CI 14 la 12 e S I 2,509 34 74 30 22 30 30 26 18 26 26 24 -16 24 22. 14 t2 22 15 12 20 20 1.9 1: Is 15 it 3.000 34 32 30 22 30 30 26 18 28 26 24 16 124 24 22 14 22 22 20 14 :: .3 i IY i 3,500 72 12 30 TO 70 30 26 ld Yd 28 21 16 26 14 27 1<i ±; ;1 20 14 4.000 - 3T 72 30 20 ]0 30 26 18' 28 28 24 lE '7.6 tb 2: If 4,500 32 32 26 t0 130 30 26 1E' jib S_002' 1 12__'TT to 231 IJ ;u :6 I.A. •' A) 1. 7's' Concrete Slab: HC -8.93; R-.29; Factor -7.3 2. 3 3/4' Thick Common Brick: IIC-7.125; R-.13; Factor -7.3 8) 1. S4' Concrete Slab: NC -14.106; R-.459; Factor -7.1 C) 1. 8' Solid i111ed Dlock: HL•20.63; R-1.93; Factor•6.1 2. 8' Sblid Filled Bloc: Ylth Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thermal'Mass Area: HC -10.164; R-.965; Factor -6.1 O) 1' Thick Concrete/Tile: HC-2.SS; R-.083; Factorr3.7 Table 3-19. Zonally Controlled Electric Resistance Space Heating Points Points for this eeasurc will 1 be completed after the CEC I 1 has approved an Alternative I 1 Component Package for Resistance '1 1 heat. I Table 3-15. Active Solar Space Heating witn Cas Points Net Solar Fraction I Points I (NSF), % I 1 I 0-6 ( 0 I 1 7 - 14 I +2 I I 15 - 23 1 +4 I I 24 - 30 I +6 I I 31 - 39 I +8 1 I 40 - 47 I : +10 I 48 - 55 I +12 I I 56 - 63 I +14 I I 64 - 71 I +18 I 72 up ( +20 I wood stove $33 points•(no back up) casablanca fan + l.point Hultifamil (per unit points) Floor Area Net Solar Fraction (NSF), Z per unit, fc2. 0.9 18-19 28-29 1 30-39 50-59 60-69 70-79 600-799 0 +3+7 +10 +14 +17 +21 +24 800-999 0 +3 + +8 +ll +14 +16 +19 1,000-1.499 0 +2 +4 +6 +8 +10 +12 +14 1,500-1,999 0 + +3 +4 +6 +7 +8 +10 2 71)0 and u 0' +2 +4 +5 1 +6 +7 +9 All others (pe jbafn4ing points) 0 +5 +10 +14 +19 +24 +29 +34 905 0 +4 +9 +13 +17 +il +26 +30 coo) �914' 0 +4 •+7 +il +15 +19 +22 +26 0 +3 +6 +9 +12 +15 +18 +21 0 +2 +5 +7 +9 +I. +14 +1e 2,4)0-:,199 0 +2 +3 +5 +7 +8 +10 +11 3,000 ar.d uo _O +1 +3 +S +5 +7 +9 1 +10 Table 3-21. Other Vater Heating Pts. I System Type I Points I _T Can I 0 jwest Pump i 0 Solar with Electric i Reeietance RAckup I Meeting the Require- I agents Lu Part 2 ( r0 I I I I Electric Resistance I I gall -40 ; Kapsk �— b�2 � � z.s ��.�-ts�Z 123. ��� � �2.��� tea. - z��- �/ 1�7 Ap �— b�2 � � z.s ��.�-ts�Z 123. ��� � �2.��� tea. - z��- �/ 1�7 I 41 1S-1) CIS- ��� two �� �� �. �� � �Z��� 7Z_ aha A— = Z •� �� G�7ZT' /-k 3. �o 0 `7 2 ,C(C'Y3 t r l �1os =� �s��,�►,�-, c,.�.-� iso �-a �`� • Z z cua� �- IA V� �"� wrc�,PA r� USS 3�X y1� x�s� �oFEss/oN m 4�� 17, IV I OF �i w�� _ �e�Pc�c� � ?c�.� � �j0>4C`O ���b� 5 o LC clra::� Kcc) ov _313 Y\ Vall �+k , Gid c: ,.�1 �, 94 /��e-r ff 4.e. .. O4 � 1, OTE:—Al 'Mateeiials & Workmanship Shall `Be In Accordance with Recognized Good Practices and of a quality prescribed for the Specified use in 'the Uniform Building, Plumbing & Mechanical Codes and 1 Electrical Code. F N 0 S.5 Q setback of .5 ft. from the oroperty lines and a setba'ct of soft. from the road centerline shall be clear of structures or.equipment e= for a 2 ft. eave overhang. CiNirAn of *A. EA be This set of plans and spec9fica'fiorss A71USi kept on the job at all times and it is unlawful to male any changes or ol}erafionls on'same without written permission from the Department of Public Works, County of Butte. I North Burbank Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95965 33-87 DISTRICT APPROVAL AND j VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of' iblic Works - Building Department prior to issuance of a building or occupancy �rmit, whichever is applicable. + I Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by North Burbank Public Utility District, must be submitted to Butte County. f Applicant: FRIEDA E. HART MARTIN I 91 Canyon Drive, Oroville, CA 95966 I Applicant Address: Applicant Phone No.: 58.9-3759 � 1 Property Location (s): 185 Parson Lane j I Copley Acres Subd. II,' Unit'III, Phase I,, Lot 23. .A.!P. No. (s): 36-80-23 FeesF7a`F DUE $900.00 SC -OR Regional Facility Charge & $250.00 NR o tion Fee Due Application for service approved—:7 North Burbank Aril 21 1987 Public Utility District Inspections) made and successful test(s) observed: s Location: Date: i By. I North Burbank Public Utility District release to close permit: i Date:. By: �% V V V r RECORDED IN OFFICIAL RECORDS Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT C -F BUTTE COUNTY. CALIFORNIA FOR RESIDENTIAL DEVELOPMENT AT THE REQUEST OF MID VALLEY TITLE CO. Section 26-8.1 of.the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. O 1986 MAR 12 AN 11: S �s- ��s® 1___' The property described herein is adjacent to land or included :LEANOR M.BECKER within an area zoned for agricultural purposes, and residents of t UERK -RECORDER FEE propeity may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, [i] and fertilizers; and from the pursuit of agricultural operations including, but not limited'pages to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural.purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lots I1 through 70 as shown on that certain Map entitled, "COPLEY ACRES SUBDIVISION UNIT NO. 3" >6 �_�Z 8� Date:i l PROPERTY OWNERS: i T Q STATE OF CALIFORNIA 19 , before ) ( `Qonally appeared_ E CiUNTY OF Butte 111 s:. \\ ° U w Oi-_ March 1 1 , 19RF, , before me, the undersigned, a Notary Public in and for c m said State, personally appeared BOB ART1 _ V E knwn to me to be the person whose name is subscribed to the within instrument as the Attorney in Fact of me On the basis la FRIEDA HART MARTIN Eactory evidence. subscribed to LL and acknowledged that g at it h e FRIIDA HAR the name of 1 contained::' v TIN OFFICIAL seas, g and official seal. DANIEL F. HUNT Q�•` .i. thereto as principal ,and NOTARY PUBLIC - CALIFORNIA : •"' PRINCIPAL OFFICE IN hl �_,:!r';y PRI•_o -. owl name as Atto a in F ct. BUTTE COUNTY MY COMMISSION EXPIRES OCT. 1, 1986 E s WITNESS my ha d o al s al. 1 -'y Public - Signature DANIEL F. HUNT Name (Typed or Printed) (This area for official notarial seal) END OF DOCUPP0,11T _ Loi - 5X6 36' 7" 4X6 38' 8" 5X4 I38' -36' 7, SX5 34, #:1 "I I3X5 34 o" 3X4 138' 8"I tir. 1.5X4 136' 7" 1.5X3 34' 8" 3X4 2.5X4 I SPAN 3.515." 5X6 36' 7" 5X5 34' 8" 5X4 38' 8" 7.0 MAX 5.00 3X5 36' 7" ,3X4 33' 9" C WEBS 2X4 03 HP, FL, OR 80.P--UNL888 SEE DRWG4 A138 FOR PLATE LOCATION AND ORIENTATION ON TYPICAL. JOINTS. LOCATE TOP CHORD INTER -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. N 4 Z0. TC PANEL>f UILDA I 3 EO. BC PANELS: AG ��paRE MEASURED FROM " R C INSIDE SCARPS pp Ro VE� MIN BRG I SPAN 3.515." 13151 7" *+ - BOTTOM CHORD / CHECKED FOR ` 18 PSF 1 '� LIVE LOAD PLATE TYPE--RLPINE **IMPORTRNT*f AULMLPINE THESE RTIONSLLOWED AND RHO WRRNING ERECTIONREGUIRE AND BRACIINNG.. LRR SIN HFOWT- 6 TRUSSES BUILT IN CONFORRR GE WITH 'OURLITY CONTROL MRNURL" BY &TPI, (BRACING NOW TRUSSES: C0N41ENTRRY RPO RECOMMENDATIONS- NG SHALL BE NO VRiRWT1ES- OF THIS DESIGN. -EXPRESS OR IMPLIED. ,•TPII. SEE THIS DESIGN FOR ADDITIONAL SPECIAL BRACING V► ALPINE CONNECTORS ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL REQUIREMENTS. UNLESS OTHERVISE_REO'D,_ TOP CHORtO SHALL; Na 33413']1 UNLESS OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM 8446 SRROE R. .BE LATERALLY 'BRFMD WITH PROPERLY R77 CFEO PLYWUOD- APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS SHOWN ::.SHERTHIMG, BOTTOM CHORD WITH RIGID CEILING OR BRACING BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. OESIGN RT MRXIIUM'OF _ID_FfET 0- C: 00 NOT USE THIS DESIGN STANDARDS CONFORM WITH RPPLICRBLE PROVISIONS OF •NDS -77 AND "TPI -18 I WITH FIRE RETARDANT'TRERTEO LUMBER. �� {o .- TPI - TRUSS PLATE INSTITUTE, MOS - NATIONAL DESIGN SPECIFICATION FOR MOM CONSTRUCTION JAN 0 1981, a= , a a RLPINE ENGINEERED PRODUCTS,INC. P.D. BOX 2225 POI'WRND BERCH,FLORIOR 33061 eL 305-751-3333 DESIGN CRITERIA UBC TC LIVE LOAD - 16.8 PSP TC DEAD LOAD - 14.8 PSF '+ BC DEAD LOAD - 5.8 PSP TOTAL - 35.8 PBF DDR. FACTOR 1.25 SPACING 24.8" OC F I R OVERALL SPANS LARCH 2X6 Tc I 2X4 SC 2488F-2.88 36' 7" 36' 7" 2258P-1.98 36' 7" 36' 7" M 210OP-1-SS 36' 7" 36' 1" S 1958F-1.15 36' 7" 36' 7" R SBBP-1.68 36' 7" 36' 8" 1658P -1.5E 36' 7' 34' 1" 1458P-1.35 36' 7" _31' 2" 01 MC -15 p1 36' 7" 36' 7" 36' 7- 35' 1" I $ Nit MC -15 •2 36' 7" 36' 7' 32' 9' 31' 6" LOADING SPACING 35.0/1.25 24.0" 2X6/2X4 PITCH 43WTS FI 5.0/12 SPANS TO 36' 7' COPYRIGHT 1961 5888643 1/13/61 A450,163 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A -M6 -COMM- 35/1.ZS-16�1�• �- 6+ Nl ! it iii �l t it iii NMI FLOUT 5X6 7X6 48' 7" 6X6 42' I mill, 48' 7 1 5X6 11 7X6 148' 7" I3X4 48' 7" 2.5X4 45' 9" 4X6 148' 7 3X6 38' 8 48' 7 7X6 148' 7"I 1.5X4 148' 7"� 3X4 2.5X4 48' 7" 144' 9` IV 48' 7 1 5X6 11 7X6 148' 7" I3X4 48' 7" 2.5X4 45' 9" 4X6 148' 7 3X6 38' 8 48' 7 7X6 148' 7"I 1.5X4 148' 7"� 3X4 2.5X4 48' 7" 144' 9` IV 5X8 48' 7` 5X7 42' 8" 5X6 38' 8" EE2*3 HY, !L, OR SO.P--UNLESS—""��w / �cctcsw►, JAN 91984!. E SHOWN. ALSO BEE CLS CHART // •""" ATTACHX CLB CONT.LATERAL BRACE jSk ee sn: t Jams^ EACH WE, CLBTO EACH WEB WKE CLB NCS� TO SPANA Y R P T8 • AT ON RIENTATION ON TYPICAL S.OP CHORD INTER -PANEL SPLICEN 6" Of PANEL 1/4 -POINT. REPINE ENGINEERED PRODUCT8,INC. P.O. BOX 2225 POMPRNO BERCHlFLORIOR 33061 L 305481-3333 DESIGN CRITERIA UBC TC LIVE LOAD - 16.8 P8F TC DEAD LOAD - 14.8 Pill? •• BC DEAD LOAD - 5.8 PST TOTAL " 35.8 Per DUB. FACTOR 1.25 SPACING 24.8" OC 5.00 F I R OVERALL SPANS LARCH 2X6 TC 2" BC 2488Y-2.83 48' 7" 48' 7" 2258Y-1.93 48' 7" 48' 7" n 6 EQ. TC PANELS '2188F-1.SE 48 7" 48' 7" S 4 ED. BC PANELS 195OP-1.7E 48' 7" 47' 6" R MEASURED >?ROM. 3X7 48' 7" INSID3�(SCAR1?SC���U :18BBF-1.63 48' 7" 44' 18" 3X6 45' 8" 1658F-1.53 48' 7" 42' 2" 3X5 37' 6" eV�� �� [� �� iltEN P.IE 48' 7" 38' 2" Kim Bpg S AN r �+ 3.58' 48' 7 ffl m-15 48' 7" 45' 8" I it rV 48' 7" 43' 5- 02 MC -15 481 7" 48' 5" S a2 1481 7" 38' 8" ., BOTTOM CHORD LORDING SPRUNG NG CHECRSD Y 35 . 0/ 1. 25 24.0" isPSY_42 PLATE TYPE --ALPINES `481 -7w -MAX 1 LIVE L 2X6/2X4 64WBS Mp i 64WBS PITCH 5.0/12 RIlIMPORTRNT�f . SPINE C SPECIFI IONSONNECTORS FIRE LFOR LOYEO ANDA THE TRUSSES BUILT IN CONFORMANCE WITH -DUALITY CONTROL MANUAL' BY &TPI, THERE SHRLL BE NO - YRRRIRNTIES OF_THIS.DESIGN ._EXPRES9.DR..IMPLIEO._ ALPINE CONNECTORS FIRE MANUFACTURED FROM 20 &FI86 GRLVANIIEO STEEL UNLESS OTHERWISE SHOYM MEETING REGUIREMENTS OF ASTM A446 GRADE R. APPLY CONNECTORS TO BbTH FRCEG AT EACH JOINT AND LOCATE AS SHOWN. BERRING WIDTHS ARE 4' NOMINL UNLESS OTHERWISE SHOWN. DESIGN STRMVM CONFORM WITH APPLICABLE PROVISIONS OF .N0S-77 AND RTPI-78 WFRNING EREC NREOAFUDiREtRRXAc ME CARE IN HANDLII6I IBRRCING WOOD TRUSSES: CDnMENTRRY AND RECOMMENDATIONS .&TPI). SEE THIS DESIGN FOR R00171ONRL SPECIAL BRACING REQUIREMENTS. UNLESS OTHERWISE REO'O, TOP CHORD SHALL BE LRTiRRLLY BRRTEO WITH PROPERLY RTTRCHED PLYWOOD SKRTHING, BOTTOM CHORD WITH RIGID CEILING OR BRACING AT MRXIMUII OF 10 FEET 0. C. 00 NOT USE THIS OE61G I WITH FIRE RETARDANT TREATED LUMBER. �'�pTT33W �. �,� q � 2397>t - - ti► al SPANS TO 4 6 ' ! „ COPYRIGHT 1981 5888646 1/13/81 A950,166 &--TPJ - TRUSS PLATE INSTITUTE, NOS - NR71ONRL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION FURNISH A COPY Of THIS DESIGN TO ERECTION CONTRACTOR A -M6 -comm- 35i1.25-10+44+ a- a+ OJOB:' 11865 BUTTE L&D _ ,_12-.. THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X6 FIR—LARCH #12 BOT CHORD 2X6 FIR—LARCH *2 WEBS 2X4 FIR—LARCH STANDARD, EXCEPT AS SHOWN :WI -2X4' FIR—LARCH #11 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #12949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THEARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. Conventional framing is not the responsibility.of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. All nails specified are common wire nails. Recommended camber 7/8" at midspan between bearings. TC X—LOC L—R: 0.29 6.04-13.00 20.00 27.08 33.96 39.71 BC X—LOC L—R: 8.29 6.15 13.00 28.00 27.0.8 33.85 39.71 2 COMPLETE TRUSSES RE-OU_I_RED FASTEN TOGETHER WITH 16D NAILS TOP CH ------------------ 14" O.C. WEBS ------------------ 4" O.C.. STAGGERED BOT CH ------------------ 16" O.C. NOTE: (1) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED FOR (2)-16D NAILS IN EITHER TOP OR BOTTOM CHORDS. TOP CHORD BOLT SPACING NOT TO EXCEED 18" O.C.. THIS #►1 HIP DESIGNED TO SUPPORT 6' 0' JACKS.WITH NO WEBS. PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. Note: Special handling care should be taken during shipping and erection of trusses. See "warning" note below. * Single cut both ends. 3XB 6X10 8x8 1.5X4 8X8 6X10 3X8 12 I2 4.SD * Q 4.50 * Zzzj — in 1.5X4 5X7 10X10 5X7 1.5x�� R-30069 W— 3.50- Ovl�®p R -3006 1V W -,?3.50' G-0-0 28-0-0 N 0��'r��r�?� �rlCN t 4 96. 0=0=0; �../ —VER 2 SUPPORTS J PLRTE TYPE--RLPINE SEDN--117503 FURNISH R COPY 0F,1 S`OESIGN--T0"ERECTION CONTRRCTOR DWP REV 13.0.7 SCALE - D.1875 RLP INE ENGINEERED PRCOUCTS, INC. WARNING 1 TRUSSES REQUIRE EXTREME CARE �N06ESS!• DESIGN CRIT REF - - [�ATRUSS of pTMPORTHESE TRNT IF[CATIONS NOT BORRFNYODEVBI LF iIONR ANY FROM wE4RCRNING YTN76HRf RRIC MNG YDCOTION TRUSSESD E� •\,\PM V. �Uyt ,/�—� TC LL 16.0 PSF DATE 07/26/87 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMMENDR'TIONS-•TPI). SEE��WITH TIE -DUALITY CONTROL MANUAL' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERNR- I9TC OL 14. 0 PSF ORVG CRUSR564 87206006 0 ARE MPNUFRCTLREO FROM 20 GAUGE GALVANIZED STEEL UNLESS .WENT BRACING REOUIREMENIS. UNLESS OTHERWISE'2 OTHERWISE SHOWN, MEETING REQUIREMENTS OF HSTM R446 GRADE A. S�VN, TCP CHORD SHALL BE LATERFLLY BRACED A . �j - r! 8C OL 10.0 PSF CR -ENG RP�a• - - -- - -APPLY CONNECTORS -TO BOTH"FRCES AT'LWH-JUINT-RNU LOCRTE-RS '-WITH'-PROPERLY- ATTACHED PLYY001 SHEATHING,•�/ � INSHOWN. BEARING WIDTHS ARE 4" NOMINAL UNLESS OTHERWISE SHOWN. C07TCM CHORD WITH RIGID CEILING OR BRACING �—' /,�� TDT' LD' 40• O PSF 0/R LEN. 4O -O -O DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF RS SPECIFIED ON DESIGN. DO NOT USE THIS y11�\''E`f fp`1`�Y\ S DUR • FA�`. 1.2 5 PITCH 4.5/12 .NDS -82 AND *TPI -78 OR PCT -80. CtS1GN YI1H FIRE RETARDANT TREATED LUMBER. `'= _ _ _ O t� O C� O C� •--TPI - TRUSS PLATE INSTITUTE NOS • MTfOHAL DFSICw SPECIFIERTION FOR WOOD CONSTRUCTIQN 2 SE TBRC K R' 0 TYPE H IPS - - 04--_1U:) UU/� 6X10 JOB: 11846 BUTTE L&D THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR .TOP CHORD 2X6 FIR -LARCH #2 2.5Xtl TC X -LOC L -R: 8.29 8.84 14.08 2.0'.0 26.00 31.96 39.71 6X10 E,OT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANDARD 1z BC X -LOC L -R: ' 8.29 8.15 14.90 29-0026.00 31.85 39.71 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER -AND TRUSS REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. Q 4.50 FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO 2X8 VERIFY THAT ALL DATA..INCLUDING DIMENSIONS AND LOADS. CONFORM ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TO THE -ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TRUSS LAYOUT. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." 1.5X4 3X6 6X8 3X6 1.5X4���0� PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE Not S i 1 h dl INVENTORY. . R -13130k e. pec a an ing care should be taken during shipping and erection of trusses. See "warning" note below. * Bottom chord checked for 10 PSF live load. 6X10 2.5Xtl 1.5X4 7XG 6X10 1z �12 4.50 V Q 4.50 2X8 2X8 1.5X4 3X6 6X8 3X6 1.5X4���0� R -13130k Y- 3.50" ,tl R�413itj1 5D" B-0-0 24-0-0 B-0 4G-0-0. �--+ MOVER 2 SUPPORTS I � PLATE TYPE --ALPINE SEON--117280 FURNISH R COPY OF THIS -DESIGN TO -ERECTION CONTRACTOR REY "13.0.7' SO.RL 11175 0 0 0 0 0 o 0 0 o C� FLPINE ETSINEERED PRODUCTS, IHC. * * I MPORT RNT** SYIALL NOT BE RESPDNSIBLE FOR ANY OEVIRTION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM TRUSSES REWIRE EXTREME CARE WARNING IN HANDLING, ERECTION AND BRRCING.SEE -BUT-76% Y000 TRUSSES �p01ES�1� �`-� o /; 1+M Y.� y4! -- DESIGN CRIT REFR564--592B TC LL 16.0 PSF DATE 07/24/87 [= 0 [� [= THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECLf1TffNDRTI0N5-•TPI). SEE �`?.,,ik'!f,?;1 'OURL[TT 'p TC DL 14.0 PS DRVG CRusR564 67205007 O C= C= [= PITH THE CONTROL MANURE' BY TPI. ALPINE CONNECTORS iH15 DESIGN FOR NDO[TIONFiL SPECIAL PEk7R- p p p [= ARE MFNUFRCTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS I.0 RENT BRACING REDUIkEMEN7S. UNLESS OTHERWISE No. CLCj922 BC DL * 5.0 PS CR -ENG ' o LP_LN o OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM R446 GRACE R. SHOWN, TDP CHORD aTiLL BE LITERALLY BRACED -PITH—PROPEk:Y—RTTP.CHED-FCYY000-SHERTHING,' - 12/3 _ _ .. _ RPPL'Y—CDNNECTORS—TO-BOTH-FACES-RT-EACH JOINT-RNO-LOCRTE-RS' TOT. LD. 35 O PSFD_- O -O C= TRUSS [= SHOWN. BEARING WIDTHS ARE 4' NOMINI� UNLESS OTHERWISE SHOWN. DNS�cIG SNDFRDSZ C OflM WITH RPPLICRBLf PflDVISI0N5 OF 607107 CHORD WITH RIGID CEILING OR BRACING NOT USE 9rf .� OLU2.FRC. 1.25 PITCH 4.5/12 [� 0 0 0 0 0 OAS E'SIGNEYIThEFIRENRtSOANT TR�ERTED LUMBER �)f1V1 RNA CAITF� HIPS - - t --TPI - TRUSS PLATE INSTIi11TF. NI15 IAifONRL DESIGN SPEfiF[CATIDN FOR WOOD CONSTRUCTION % it7 SPACING 24. D' _ _ 'TYPE 5M �_u� uL, JOB: 11844 BUTTE L&D THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X6 FIR -LARCH *2 TC X -LOC L -R: 8.29 18.04.15.00 28.00 25.00'29.96 39.71 BOT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R:' 8.29 18.15 15.80 20.00 25.80 29.85 39.71 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TRUSS LAYOUT. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.' PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. Note: Special handling care should be taken during shippin& and erection of trusses. See "warning" note below. * Bottom chord checked for 10 PSF live load. i 6X10 2,5X4 1.5X4 2.5X4 6X10 12 12 4.50 Q 4.50 2X8 2X8 1.5X4 3X4 5X8 3X4 1.5X4 R-13BDik Y- 3.50' 91r q166.D4 -0350 I n 10-0-ozo-o-o 10-0-0 AVILD/NG D;'p�,, OVER 2 SUPPORTS 1) PLATE TYPE --ALPINE SEDN--117276 FURNISH R COPY OF THIS -DESIGN TO -ERECTION CONTRACTOR nup REV 13.0-7 SCALE - D. R7� FLPINE ENGINEEKO PRODUCTS, INC. TRUSSES REOJIRE EXTREME CARE DESIGN CRIT UBC REF R564--5927 0 0 0 0 0 o **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR RNY WARNING IN HFINOLING, ERECTION AND N�ATRUSS DEVIATION FROM THESE SPECIFICRTIONS OR ANY OEVIRT[0N FROM BRRCING.SEE-BYT-76-,IBRPC(NG POLO TRUSSESTC LL 16.0 PSF DATE 07/24/B7 THISbESIGN OR ANY FAILURE TO BUILD THE TRUSS 1N CO?nRMANCE COMMENTARY AND RECOMMENORTIONS- TPI). SEE •i�`� h• ••YY[iH THE "OURL[tt CDMROL MPfaURL- BY TPI. REPINE LONNEGTCRS THIS DESIGN FDR f00[TIONAL SPECIAL PERMR-TC DL 14.0 PSF DRUG CRUSR564 67205006 ARE MFNUFRCTLREO FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISEAp OTNERY ISE SHOWN, MEETING RE1Xl[REMENTS OF ASTM R446 GRA[E.A�. SHGYN,_T,OP CHOHO_SHRLL_BE_LA lEflfiLY_BFITI.EO- -.—_—' — _-BC_D.L _S_.-O_P_SF .CR=ENG APPLY CONNECTORS TO BOTH FRCES RT EACH JOINT RFC LOCATEi5 WITH PROPERLY RT1RCHED PLYYUOD SHERIHING, E' il�30TOT.L0. 35.0 PSF 0/R LEN. 40-0-0 SHOVN. BEARING Y[DTHS RRE 4' NOMINEE UNLESS OTHETNISE SFCYu. BOiiGT CHORD Y[TH RIC10 t£ILING OR BRACING[_.ONOSGd[ FwD •TFRDSIBCONFORM WITH FPPLILRBLE PROVISIONS �' GESPEC SILN YITI;EfiRENi�ETERDANT T6oRNW OT USE UHBFiTIS \�� ��NVILIS�~�'. DUR.FRC. 1..25PITCH 4. 512 O O [= O C� C= - •--TPI - TRUSS PLATE INSTITUTE. NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �\ `�A SPACING 24.0" TYPE HMO— TOP CHORD 2X6 FIR -LARCH *2 BOT CHORD 2X4 FIR -LARCH *1 WEBS. 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." Note: Special handling care should be taken during shipping and erection of trusses. See "warning" note below. * Bottom chord checked for 10 PSF live load. 2_SX4 6X10 SXU TC X -LOC L. -R: 8.29 6.36 12.94 17.33 22.67 27.96 33.64 39.71 BC X -LOC L -R: 8.29 6.36 12.15 17.33 22.67 27.85 33.64 39.71- IT 9.71IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. I SYl1 0 CV II 3X6 R-1360# Y- 3.50" 12-0-0 116-0-0 12-0-0 3X6 - -UUM #UjLDjqe3B0# Y- 3.SD�' • '-40+0-0 (OVER 2 SUPPORTS PLATE TYPE --ALPINE SEON--117276 FURNISH R CDPY OF THIS -DESIGN TO ERECTION CONTRACTOR DWP REV 13.D.7 SCALE - fili TLP[NE EIS[NEETLD PRODUCTS, INC. TRUSSES REWIRE'EXTREHE CARE j•'r40: L. -1, **IMPORTRNT** SHALL NOT BE RESPONSIBLE FOR RNY WRRNING IN HRPMLING, ERECTION AND ���'� iVAV,� \' DESIGN. CRIT REF o I= O DEVIRTION FROM THESE SPECIFICRTIDNS OR ANY DEVIATION FRDM •eRFICING.SEE 'BYT-7G-,[BRACING WOW TRUSSES '•� :,,;�` rJh! yp\,• TC LL 16. O PSF DATE. 07/24/87 d�_ 1= �THIS DESIGN OR RNY FAILURE TO BUILD THE TRUSS IN CDAFORMRNCE COMMENTARY Ff� HECG117ENDRL[ONS-TPU . SEE�fFp [= O PITH THE MURL[TY CONTROL TiMJURL' BY TPI. REPINE CONNECTORS TH15 DESIGN FOR FOG[iIONRL SPECIrIL PERMF,- Nc C''jTC DL 1 . O PSF DRHG CRU6R564 67RRE MANUFACTURED FROM 20 GRUCE GALMRN[ZEO' STEEL UNLESS HENT BRACING REOdIRERENIS. UNLESS OTHERWISE ".�JBC DL * 5.0 PSF CR-ENGLPIN o ' OTHERWISE SHDYN, HEFTING REWIREMENrS OF FbTM. R446 GRACE SHOWN, TOP CHDRO DikL BE LRTERBLLY BRACED .. RPPLT CONBEARINGOWI TO BOTH FACES RT EACH fJIOT RFU LOCRIE N. WIIHBUIL PCHORD Y RTTRGED•KYWODOCEILING OR BRACIN �TOT.LD. 35.0 PSF 0/R LEN. 40-OTRUSS oSr1DtlN. BEARINC WIDTHS RRE 4- NOMINAL UNLESS OTHEHViSE SFUYH.BU71011 ChDflO WITH kIG1D CEILINC OR BRFCINDDESIGN SIRNDFRDS CONFORM YITH APPLICABLE PROVISIONS OFRS SPECIFIED ON DESIGN. DO. NOT USE THIS+LC�U�- _OUR -:FRE. 1-25 -PITCH 4-5- -N"_62_RNDJ.iPI=78_OR-PC1_m.-OEST6N-YITH=F-iRC RETR'JRMT`TRCRTEC-L1JrtOM.. _ --0-0-0-[=-O-O ---TPI - TRUSS PLR1E INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR YU]D CONSTRUCTIW / � SPACING 24 . 0 - TYPE HIPS - - TOP CHORD 2X6 FIR -LARCH *2 BOT CHORD 2X4 FIR -LARCH *1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.• SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." te: Special handling care should be taken during shipping d erection of trusses. See "warning" note below. * Bottom chord checked for 10 PSF live load. TC X -LOC L -R: 6.29 7.36 14.84 28.88 25.96 32.64 39.71 BC X -LOC L -R: 8.29 7.36 14.15 26.86 25.85 32.64 39.71 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL. DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. 2.5X4 6X10 1.5X4 6X10 12 4.50 3X6 1.5X4 2.5X4 5X8 2.5X4 R-13BD# W- 3.0" . 2.5X4 12 Q 4.s0 14-0-0 1 12-0-0 114-0-0 YPE--ALPINE - SEON--117273 FURNISH R COPY OF—T1419 OESIGNJO'ERECT ION CONTRACTOR **IMPORTANT** M PORT ANT * f SHRLLEOCi BE 1RNY TRUSSES REWIRE EXTRERECTION CANE 0 0 0 0 0° I WARNING IN F4TIDLIM„ ERECTION AND [_ATRUSS DEVTRTION FROM THESE SPECIFICRTIOn: OR FNY DEVIPTION FROM BRPCING.SEE-BWT-7C-,IBRRC!NG WOOD TRUSSES: C= THIS DESIGN DR RNY.FRILURE TO BUILD THE TRUSS IN COgFOHMRNCE COMML'NTRRY RNO RECU)MENDRTIONS--TPI) . SEE WITH THE-OURLITY CONTROL MFNURL- W TPI. RLPINE CONNECTORS THIS DESIGN FOR FDDITIONRL SPECIRL PERMR- RRE MFNUFRCTU{EO FROM 20 GRUGE GRLVRNIZED STEEL UNLESS NEHT BRACING REOUIREHENTS. UNLESS OTHERWISE OTHERWISE SHOWN, MEETING REWIREBEIiTS OF ASTM A446 GRRDE R. SHCWN, TOP CHORD SHFV.L BE LATERFLLY BRACED APPLY CONNECTORS TO BOTH FRCES RT ERCH JOINT AND LOCATE AS WITH PROPERLY RTTRCNIED PLYWOOD SHERIHING,4 SHOWN. BERRING WIDTHS RRE V NOMINPL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRRCING DESIGN STRNORRDS CONFDRM WITH FPPLICRBLE PROVISIONS OF RS SPECIFIED ON DESIGN. DO NOT USE THIS •NDS -82 RHO -TPI-78 OR PC7-80. DESIGN WITH FIRE RETRNORNT TREHfED_LUMBEA._ .–TPI—TRUSS PERTE INSTITIPTE, NOS - NATIDNRL DESIGN SPECIFICATION FOR WOOD CONEIRUr1IW "I 1.5X4 C n (g7 A'r,11f1Cx F REV 13.0.7 SCALE r!11 f1FSTGN CRTT 173 o Men _ _,za SAM V. rO4, .-y:� TC LL 16.0 PSF DATE 07/24/87 `E4 �% i TC OL 14.0 PSF DRVG CRUSR564 87205E n•l No. 2 298y2� BC' DL * 5.0 PSF CR -ENG RP , TOT. L0. 35.0 PSF 0/R LEN. 40 -0-0 i OUR. 1.25 PITCH 4_.-5/_1., E o' SPRCING 24.0' ITYPE HIPS-- 'JUo: •11dib bUIIt'L&U TOP CHORD 2X6 FIR–LARCH *2 BOT CHORD 2X4 FIR–LARCH #1 WEBS 2X4 FIR–LARCH STANDARD IHIS LILSIGN HAS KttN I'KLVAKtU tKUM UUMYUILK 1NeLlI. JUdMiI Icu UY_IKU.SS tAbKILA IUK CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE' INVENTORY. Note: Special handling care should be taken during shipping and erection of trusses. See "warning" note below. Bottom chord checked for l0 PSF live load. 3X6 R -13B01 W– 3.5D' 6X10 TC X–LOC L–R: 8.29 8.36 16.84 23..96 31.64 39.71 BC X–LOC L–R: 8.29 -8.36 16.15 23.85 31.64 39.71 � '`1X4 "T" BRACE.DSAME GRADE AS WEB MEMBER. ATTACH WITH 8d—NA`I-CS @@ 6" O .C,.., BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 6X6 7 rYC1 .T CV11 SEON--117271 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.0.7 REPINE ENGINEERED PRCOUCTS, INC. TRUSSES REQUIRE EXTREME CHRE **IMPORTANT*-* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND � /tXI1S E5E5slt)\ OESIGN CRIT USC 0At o '"�pM V. Fn 4�DEYIfl710N FROM THESE SPECIF[CRT]ONS OR IMIY OEVIRTfON FROM BRFiING.SEE "BYT-76", (BRRC[NL YDW TRUSSES !v y TC LL 1G.0 PSF [�THIS DESIGN DR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMMENORTIONS-•T'PI)- SEE�PITH THE "QUALITY CONTROL MFNURL' BY TPI.ALPINE CONNECTORS THIS DESIGN ,FOR ADDITIO AL SPECIAL PERMA- TC OL 14. 0 PSF faRE MFNUFRC7UiE0 FROM 20 GOUGE GALVANIZED STEEL UNLESS HENT BRACING REQUIREMENTS. UNLESS DTHERYfSEo OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM A446 GRADE R. SHCWN, TOP CHORD SHALL BE LRTERFLLY BUCE t 11 BC OL �'� 5. 0 PSF APPLY CONNECTORSTD 80TH FACES RTEACH JOINT_AW I.00ATE_HS _YI.1H ._PROPF.RLY_RT.TRCHEO PL-YY00D SHEATHING,- - �': = SHOVN. BEARING Y[D1HS FRE 4" NOMINAL UNLEES OTHERWISE SHOWN. BOTiLM CHORD Y[TH RIGID CEdLING OR BARGINGTOT.LO: -� 3S�OPSF DESIGN STANDARDS CONFORM WITH FPPLICRBLE PROVISIONS OF r'LS SPECIFIED ON DESIGN. 00 NOT USE THIS Q CALI`pF�' OUR. FAC. 1 .25 .NOS -82 AND .TPI -79 OR PCT -80. DESIGN VI1H FIRE RETP.RORNT TRESTED LUMBER. ��- _ *--TPI - TRUSS PLRTE INSTITUTE NUS - F TIONRL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24 . 0 13 3'. 50- r1_119& e w SCALE - D.187: REF R564--592 DATE 07/24/87 DRUG CAUSR564 87205003 CR -ENG RP .-r. 0/R LEN. 40-D-0 PITCH 4.5/12 TYPE HIPS-- IPS-- JOB: -11836 BUTTE L&D THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED BV TRUSS FABk!I A,fOR TOP CHORD 2X6 FIR -LARCH #2 BOT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." PLATES SHOWN ARE CONTROLLED BY -TRUSS FABRICATOR PLATE INVENTORY. Note: Special handling.care should be taken during shipping and erection of trusses. See "warning" note below. Bottom chord checked for 10 PSF live load. 2XB TC X -LOC L -R: 0.29 9.36 18.84 21.96 30.64 39.71 BC X -LOC L -R: 0.29 9.36 18.15 21.85 30.64 39.71 ' 1X4 "T" BRACE_. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS _9_6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 6X10 6X6 12 Q 4.50 2.5X4 IlkW- OVER_2_SUP-PGRTS DWP PLATE TYPE--RLPINE SEDN--117269 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR.._ REY 13.0.i SCALE - D.IU7S o [= o O O t� ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EIRREME CARE DESIGN CRIT REF - - * I MP ORTRN T i i SHRLL NOT BE RESPONSIBLE FOR ANY W RRN I N G IN HRUCILING, ERECTION AND �Q�V�hM ► \. r� o [= 0 DEVIATION FROM THESE SPECIF[CRTIDNS OR ANY DEVIATION FROM BRRCING.SEE 'BYT-76-76IBR)r!NG YOCO TRUSSES ' .. 4�� TC LL RJR DATE O7/G4/E7 O -[� o [� THIS DESIGN OR ANY FAILURE 10 BUILD THE TRUSS 1N CONFORMANCE COMMENTARY AND REC011MEN0RTIONS -•TPI). SEE C= C= O [= WITH THE 'QUALITY CONTROL MANUAL' 8Y TPI. REPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PEPo1R- ( A 022y32 :u'1 TC DL 14.0 PSF DRYG CHUSRss4 s72o5oo2 o O o O ARE MANUFACTURED FROM j0 GAUGE GRLVRNIZED STEEL UNLESS HENT BRACING REQUIREMENTS. UNLESS OTHERWISE I �. LPIN OTHERWISE SHOWN, MEETING OEWIREMENTS OF RSTM R446 GRACE R. SHOWN, TOP CHORD 54ELL BE LRTFRFLLY BRACED Ti BC OL .+_ _ 5.0 PSF CA -ENG RP APPLY COhhTCTORS _TO BOTH FACES AT EACH JODUT FIND LOCATE AS WITH PRUPENLY RTTRCHED PLYWOOD SHERTHING, Z �G TOT. LD. 35.0 PSF 0/R LEN. 40'0-0 o [= SHOWN. BEARING Y[OTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BO1TCfl CHORD Y[7N RIGID CEILING OR BRACING qtF ,�Yi� TRUSS DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF RS SPECIFIED ON DESIGN. 00 NUT USE THIS OF (ALF. O •NDG-82 Fa.O -)Pi-lb iii PLT -80. UtSIL1N 911H FIRE KEThkOfin: TdEA i[u LJMBLR. _ OUR. FRC. 1..1 5 PITCH 4. 5/12 •_-TPI - TRUSS PLATE INSTITUTE, NDS - NATIONAL DESIGN SPECIF[CflTION FOR VCOO CDtTRUC7fON SPACING 2) . D ' TYPE HIPS-- TC IPS-- Note: Special handling care should be taken during shipping and erection of trusses. See "warning" note below. ++ Bottom chord checked for 10 PSF live load. 2.5X4 3X8 R-1 6X6 4X4 6X6 i. OVER 2 SUPPORTS PLATE TYPE--ALPIN SEON--117495 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR a a a a oFLPINE D61NEUa PRLOILTS, IK. TRUSSES RE0UIRE EXTRM CARE ** a a a a IMPORTANT** sHnu NDT eE RESPOSIBi FDR RWT WARNING lW womiNc, FRET noW RND �Y�. , DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM 5Ax1N-..SEE 'W7 -79-, UW51CIM WOOD TALSSES: THIS 0019M OR RNT FFI LM TO BAIL THE TRES IN CGi0RRi10E CONIENTRRT FOO RECO*EN ORTIO6- 711. SU •.' w�• � a o a WITH THE 'DUFLTTY CO1WnM NURL' OT TPI FLPIW CO MECTORS THIS OESIVN FUR FCOITIDft MUM PERRL- ' DWP AM MIFACURED -FMM 2D GAME GRLVFNLZED STEEL 11L:SS HEAT SING REDUIREfENTS. 11KEM OTHERr:SE a T p 07"ISE SHOW, MUM REWIREIMS OF i6TR A449 GM R. SHOWN, TOP CHORD SHILL K LRTERRIC IT ORED11/�17/47 a 1 gPPL1 CONNECTORS TO BOTH FACE3 Al EACH -0IWT NO LOCATE AS 9I1H PROPERLY ATTACHED RTWOOD SHfR1N1H:,, C� 'arOYR. OERRING, UIDIH6 W 4• NORINFL W&ESS OIIERWISE SHOWN. OOIIOR CHORD WITH AMC CEILING OR 84i: ;NZ21 _TRUM OESIS: STWOiRDS CDWM WITH iPP IOBF PROVISIONS OF AS SPECIFIES ON, �SIW. OG NOT LAE 7HIS �C`�' '�. /"1• �' *kC$-R2 ANC .TPI -70 OR PCI -G,. mslak, ;11H FIRE RETAROW. TREATED LUABER. .--TDI - TRUSS ACS RT_ INSTITUTE. I - N:TIDIA. DESIZh SPEZIFICFTIEIN FOR WDOD CDN;TRIFTION "41N 11-8 `keo j Tr REY 13.0.7 / SME - C.197< sa (24UU2 . JOB: 12.855 BUTTE LSD THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X6 FIR -LARCH 42 TC X -LOC L -R: 0.29 8.36 16.04 28.88 23.96 32.19 39.71 BOT CHORD 2X4 FIR -LARCH *1 0/R LEN. 40-0-0 WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R: 8.29 5.49 18.23 16.15 21-15 26.59 32.86 �•• 4.5/12 39.71 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH RECUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. 1X4 *3 HEM -FIR OR_•`BETTER CONTINUOUS LATERAL BRACING TO ' BE EOUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TOP TO BOTTOM. EXCEPT,•WHEN LOCATED BY CIRCLE OR DIMENSION. SUITABLE SUPPORT BY ERECTION CONTRACTOR. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO INVENTORY. VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AN_D FABRICATOR'S TRUSS LAYOUT. ' Note: Special handling care should be taken during shipping and erection of trusses. See "warning" note below. ++ Bottom chord checked for 10 PSF live load. 2.5X4 3X8 R-1 6X6 4X4 6X6 i. OVER 2 SUPPORTS PLATE TYPE--ALPIN SEON--117495 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR a a a a oFLPINE D61NEUa PRLOILTS, IK. TRUSSES RE0UIRE EXTRM CARE ** a a a a IMPORTANT** sHnu NDT eE RESPOSIBi FDR RWT WARNING lW womiNc, FRET noW RND �Y�. , DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM 5Ax1N-..SEE 'W7 -79-, UW51CIM WOOD TALSSES: THIS 0019M OR RNT FFI LM TO BAIL THE TRES IN CGi0RRi10E CONIENTRRT FOO RECO*EN ORTIO6- 711. SU •.' w�• � a o a WITH THE 'DUFLTTY CO1WnM NURL' OT TPI FLPIW CO MECTORS THIS OESIVN FUR FCOITIDft MUM PERRL- ' DWP AM MIFACURED -FMM 2D GAME GRLVFNLZED STEEL 11L:SS HEAT SING REDUIREfENTS. 11KEM OTHERr:SE a T p 07"ISE SHOW, MUM REWIREIMS OF i6TR A449 GM R. SHOWN, TOP CHORD SHILL K LRTERRIC IT ORED11/�17/47 a 1 gPPL1 CONNECTORS TO BOTH FACE3 Al EACH -0IWT NO LOCATE AS 9I1H PROPERLY ATTACHED RTWOOD SHfR1N1H:,, C� 'arOYR. OERRING, UIDIH6 W 4• NORINFL W&ESS OIIERWISE SHOWN. OOIIOR CHORD WITH AMC CEILING OR 84i: ;NZ21 _TRUM OESIS: STWOiRDS CDWM WITH iPP IOBF PROVISIONS OF AS SPECIFIES ON, �SIW. OG NOT LAE 7HIS �C`�' '�. /"1• �' *kC$-R2 ANC .TPI -70 OR PCI -G,. mslak, ;11H FIRE RETAROW. TREATED LUABER. .--TDI - TRUSS ACS RT_ INSTITUTE. I - N:TIDIA. DESIZh SPEZIFICFTIEIN FOR WDOD CDN;TRIFTION "41N 11-8 `keo j Tr REY 13.0.7 / SME - C.197< DESIGN CRIT REF -- E TC LL 16.0 PSF TC DL — 14 . O PSF BC DL ++ 10.0 PSF TOT.LO. 40.D PSF DATE07/26/B7 ORVG CAUSRS64 6720= CA -ENG RP I- FS 0/R LEN. 40-0-0 OUR. FRC. 1.25 Pitch: 4.5/12 SPACING 24.0- TYPE SPEC-- SM �1 (206)001 -.- --.•-••_-- •, .. 4� n.. vnncc Cn GDTrATn0 Juts: llUb3 BUTTE L&D IH1J UtJlbfl MAa uttn rRtrmmeu rmv,v %.vnrvicn snrv,, NUMMUNMEN ���•••�� �• --- - -- - ORD 2X6 FIR -LARCH #2 TCX-LOC L -R: 8.29 6.48 12.24 18.84 21.96 27.76 33.52 ORD 2X4 FIR -LARCH #1 39.71 EBS 2X4 FIR -LARCH STANDARD BC. -LOC L -R: 8.29 5.49 18.23 15.78 21.1526.59 32.86 FALLPLATES 39.71 TOR PLATES MUST BE INSTALLED IN' ACCORDANCE WITH C12 X14-50 EMENTS OF I.C.B.O. RESEARCH REPORT #2949. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND VERIFY THAT ALL; DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." TRUSS LAYOUT. PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE Note: Special handling care should be taken during shipping INVENTORY. and erection of trusses. See "warning" note below. * Bottom chord checked for 10 PSF live load. 1+ Single cut this end. 6X6 6X6 2.5X4 2.5X4 2.5X4 1.5X4' 12 4.50 C12 X14-50 �� 3X8 3X8 2.50 0 `• a2.5D 16X6 12 2.5X4 1.5X4 5X7 5X7 2.5X4 R=15 7tk SD" R-1577# W- 3-50" 18-0-0 4-0-0 18-0-0, , 10-3-0 1 10-10-12 _ _-10-:-10 -12 -- 4D-0-0 7-11-a ll�) t PLATE TYPEALPINESEON--117493 FURNISH R COPY OVER 2 -SUPPORTS OF"THIS`DESIGN TO ERECTION CONTRACTOR DWP REV 13.0.7 SCALE - D.IR7E C= o REPINE ENGINEERED PRODUCTS, INC. **IMPORTANT** SHRLL NOT BE RESPONSIBLE FOR ANY TRUSSES REQUIRE EXTREME CARE WARNING IN WNDLING, ERECTION FIND -8YT-7Br,IBAPCIN6 �;: q`p„Ess, >. /•'�C' O�rq �'?�•��v„M V. FUry�l.j,\. DESIGN CRIT REF - - r TC LL 1 6.O PSF DATE r�r 0 7 26 8 7 DEVIATION FROM THESE SPECIFlCRTIONS f)Q iH1 DEVIATION FROM BRRClNG.SEEYDOO TRUSSES [= C= o o THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMRNCE COMMENTARY AND RECOf9ENORTIONS-71). SEE v F �:-\ �4 p. '� OL. PSF. ORWG CRUSRS64 87206001 .C= YI;TH THE 'DUALITY COHTROL.MRNURL-.BY. TF% .ALPINE CONNECTORS. THIS DESIGN FDR FUDITIDNRL SPECIR1. PERTAr REOUTAEIENTS_ UNLESS OTHERYISE _-__ NA '�. �...,�� b2 .TC -- -14_.0 [_ [ [_ [= ARE Mf�IUFRCTUTEO FROM 2D GAUGE GRLViiilZED STEEL UNLESS ASTM R446 GRACE A. NENT BRACING SHOWN, TOP CHORD IGiL 8E LRTERRLLI BRACED } r,` i�li BC DL * 10.0 PSF CR -ENG o LPI N 0 OTHERYISE SNOYN, MEETING REOUIREMENrS OF RPPLI CONNECTORS TD BOTH FACES RT EACH HINT RNO LOCATE HS Y[TH PRDPERLY flTTRGED fiYY000 SHEATHING, �•,�f�-- TOT.LD. �O.O PSF 0/R LEN. 40-0-0 C= [= C= TRUSS [� C=3 SHOWN. BEARING WIDTHS ARE 4” NOMINii urtEss DTHENYISE SHOWN. OESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF BOTTOM CHORD.WITH RIGID CEILING OR URRCING RS SPECIFIED ON DESIGN. 00 NOT USE THIS �- f ,_ rF;, �� d••/ ��� L DUR .FRC . 19 25 itch; 4 • S 1 2 O [= o [= t= C= NOS -82 AND -TPI-78 OR PCT -80. UESICN PITH FIRE RETARDANT TREATED LUMBER. SPACING 2 4 D TYPE SPEC - - �_-TPI -TRUSS PLATE INSTITUTE NOS - N9TfONRL DESIGN SPELIFILRTTON FOR Y000 CONSTRUCTION . and erection of trusses. See "warning" note below. * Bottom chord checked for 10 PSF live load. Single cut both ends. (1) REV. 8/11/87 M.W. (note) e�T� ✓V 3X8 7XG 2.5X4 12 4.50 1.5X4 1577 W- 3.50' 5X7 12 2.5X4 10-3-0 1 10-10-12 6X6 3X8 7X6 1z + Q 4.50 / 2.50 0`- 12 1.5X4 6X8 20'-0-0 20-0-0 _1D- 10-12 5X7 'LATE TYPE --ALPINE SEON--117497 FURNISH R COPY OF THIS-DESIGWTT ERECTION CONTRRCTOR DWP [� [� O [_ [� o JPl •JbB: 11857 BUTTE L&D THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, (( rr'' llWIZ SUBMITTED BY TRUSS FABR3L TOP CHORD 2X6 FIR -LARCH *2 TC X -LOC L -R: 8.29 7.15 13.57 28.88' 26.43 32.85 39.71 � J" &OT CHORD 2X4 FIR -LARCH #1 DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIPT[DN FRBM BRRCING.SEE "BUT -76 -,(BRACING VOW TRUSSES= WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R : 0.29 5.49 1.01.23 15.78 21.15 26.43 32.06 [� THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE 39.71 O CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH O WITH THE -MURLITY CONTROL MANIRL' BY TP]. ALPINE CONNECTORS THIS DESIGN FDR AOOETIONRL SPECIAL PERMR- REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS ARE MRUFKTUtED FROM 20 GRUGE GALVANIZED STEEL UNLESS NEAT BRACING REDUIREMENTS. UNLESS OTHERWISE FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM -SHOWN-TOP-CHORD SWRIL &E IRTERFiLY BRACED TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S SEE DRAWING 138 FOR -PLATE LOCATIONS ON!TYPICAL JOINTS." TRUSS LAYOUT. Note: Special handling carve should be taken during shipping PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. and erection of trusses. See "warning" note below. * Bottom chord checked for 10 PSF live load. Single cut both ends. (1) REV. 8/11/87 M.W. (note) e�T� ✓V 3X8 7XG 2.5X4 12 4.50 1.5X4 1577 W- 3.50' 5X7 12 2.5X4 10-3-0 1 10-10-12 6X6 3X8 7X6 1z + Q 4.50 / 2.50 0`- 12 1.5X4 6X8 20'-0-0 20-0-0 _1D- 10-12 5X7 'LATE TYPE --ALPINE SEON--117497 FURNISH R COPY OF THIS-DESIGWTT ERECTION CONTRRCTOR DWP [� [� O [_ [� o INC.TRUSSES **IMPORTANT** ** REQUIRE EXTREMERECTION CARE WARNING o r= o o SHRLLENOTGBEEERED RESPONSIBLECFOR IN HANDLING, ERECTION AND � J" DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIPT[DN FRBM BRRCING.SEE "BUT -76 -,(BRACING VOW TRUSSES= 1'K '�•;:, [� [� THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTTRiY AND RECOMMENDATIONS --TPI). SEE O O O O WITH THE -MURLITY CONTROL MANIRL' BY TP]. ALPINE CONNECTORS THIS DESIGN FDR AOOETIONRL SPECIAL PERMR- �•, ;r r= C= ARE MRUFKTUtED FROM 20 GRUGE GALVANIZED STEEL UNLESS NEAT BRACING REDUIREMENTS. UNLESS OTHERWISE I-PTTM _,p_ OTHERWISE.531DYN,-M1EEJ[NG-TING-OF-ASTM-R446-GRF1E-R� -SHOWN-TOP-CHORD SWRIL &E IRTERFiLY BRACED 3X8 """ Oto A . . R -1577E M -M �a —5,0' -11-B REV 13.0.7 SIIALE - 0.141. DESIGN CRIT LJBC REFR56q--601 TC LL 1G.0 PSF DATE 07/26/B7 TC DL 14.0 PSF I ORYG CRUSR564 8720600; APPLY CONNECTORS TO BOTH FACES AT EACH .JOINT RAO LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING,,/� TOT. LD. 40. 0 PSF 0/A. LEN. 40 -0 C= TRUSS O SHOWN. BERRING WIDTHS ARE 4- NOMINF;L UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING 9%i� / '�_ DESIGN SFAND RDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS OUR. FRC. 1.25 -NOS-82 RNG -TPI.78 OR PCT -80. DESMON WITH FIRE RETARDANT TREATED LUMBER.. _ 24.0- -__TPI - TRUSS PLATE INSTITUTE. NOS - NRTIO16� DESIGN SPECIFICATION FOR WOOD CDNSTRUCIION /r�/�- ISPRCING TYPE ' SPEC - - ((�nn llnnnn SM iioci OIITTC tan TUTc IIFRTF:N NAS RFFN PREPARED FROM COMPUTER INPUT. SUBMITTED BY TRUSS FABRTC� OF TOP CHORD 2X6 FIR -LARCH #2 TC11. L -R: ,8.29 1.8..84 13.96 23.71 BOT'CHORD 2X4 WEBS 2X4 FIR -LARCH #1 FIR -LARCH STANDARD ' BC X -LOC L -R: 0.29 118.15 13.85 23.71 CONNECTOR PLATES REQUIREMENTS OF MUST BE INSTALLED IN ACCORDANCE WITH I.C.B.O. RESEARCH REPORT #2949. IT IS THE RESPONSIBILITY OF FABRICATOR TO REVIEW THIS DRAWING VERIFY THAT ALL DATA, INCLUDING THE BUILDING DESIGNER AND TRUSS PRIOR TO CUTTING LUMBER TO DIMENSIONS AND LOADS, CONFORM ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TRUSS LAYOUT. SEE DRAWING 1318 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. * Bottom chord I checked for 10 PSF live load. 5X8 5X4 12 4.50 4.50 7!!12 2X4 2X4, 1.5X4 5X4 --- R-937 W- 3.50" 10-0-0 4-0-0 1O -0-D ®� c - RS937# W- 3.50' A A/�LOP �•��.(G� `t PLATE--TYPE--ALPINE SEON--117501 FURNISH R COPY 24 ,rOVER 2 SUPPDRTSsT OF THI-S—DESIGN—TO ERECTION CONTRACTOR DIPREY _ 13.0.7 SCALE 0.3756. O [� 0AT-RU.-- [� o ALPINE ENGINEERED PRODUCTS, INC. **IMPORTANT** . SHALL NOT BE RESPONSIBLE FOR RHY DEY1AfION FROM THESE SPECIFICAl10NS OR ANY DEVIRTIUN FROM THIS DESIGN AL RNY FAILURE i0 BUILD THE TRUSS IN CONFORMANCE Vlfrl TEE -OURL[TY CONTROL MfPIURL' BY fPl. FlLPINE CONNElTONS MII4IUFACILRED FROM 2D GAUGE GALVANIZED STEEL UNLESS OTHERWISE SHOWN, MEETING REOUIREMENTS OF RSTM F144G GRKE H. CONNECTORSTD BOTH FRCES_RLEACH_.AINLRND-LOCATE-HS BEARING WIDTHS RRE 4' NOMINEE UNLES'S OTHERWISE SHDVN. DESIGN STANDARDS CONFORM WITH fPPLICROLE PROVISIONS OF .NOS -82 AND -TPI-78 (A PCT -BU. TRUSSES REQUIRE EXTREME CARE�µ�;fk:S$ip; WARNING IN HANDLING, ERECTION AND ORRCINU.SEE-BWT-7C-,(BRACING WOUD TRUSSES COMMENTARY G FWD RECADDITION L SPECIAL SEE IH15 DESIGN FOR FOUI7IUNAL SPECIAL PERMR- NENI BRRCINC REOU1REMENIS. UNLESS OTHERWISE SIIDWN, TOP CHORD SHALL BE LATERALLY BRIT.ED -WI-IH—PROPERLY—RFTACHEO-N:YW000-SHEATHING dDTI OM CHORD VITA AICfU CEILING OR BRAC [NL' RS SPECIFIED ON DESIGN. 00 NOI USE THIS DESIGN WIIH FIRE RETARDANT TREATED LUMBER. i`�\ — Y„ 14 �;�- �• ,• ')-�' ¢ No.,rCARE 10A,,BC / /�_ .. _ /SHDVN. �;;(/! fq!��::� o... DESIGN CRI]24.0" REFR564--6012 TC LL 1G.0DATE TC DL DL _CR TOT. LD. 07/26/B7 DRWG CRUSRS64 87206005 -ENG-- -- I�QFSAPPLY 0/R LEN. 24_O_O pUR .FRC . 1.425PITCH 4.5/12 SPACING. TYPE HIPS-- ..-TPI - TRUSS PLATE INSTITUTE., NOS - NRTIONRL DESIGN SPECIFICATION FOR WCOO UON.^:TRUCIifkl + Bottom chord checked for 10 PSF live load. SXS SX4 R-9374 W- 3.50" miffliffiEff'-w8ws R-9374 W- 3.50" I� 70VER 2 -D T D PLATE TYPE--RLPINE SEDN--117499 FURNISH R CDPY OF THIS -DESIGN -TO -ERECTION CONTRACTOR WP REV 13.0.7 SCRLE - 0.375D ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE ' QNOfESS/g�,_ DESIGN CRIT RER564--6011 C= O C= C= O O **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND V.**,VJ \\ 0A-T-RUSS- DEVIATION FROM THESE SPECIFICRTIONS 'OR ANY OEV:ATION FROM BRRCING.SEE "BAT -76-, (BRRCING WOOD TRUSSES G1e \`��pld Oh��`ti„\. TC LL 16. 0 PSF DATE 07/26/87 y� O THIS DESIGN OR Rl1Y FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECGIMENORT[ONS-.1'PI). SEE TC DL 14. 0 PSF DRVG CAUSR564 87206004 O WITH THE "QUALITY CONTROL MANUAL" BY TPI. ALPINE CONNECTCRS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- a: RRE MANUFACTURED FROM 20 GAUGE GRLVRNIZED STEEL UNLESS NENT BRACING REOUIREMENIS. UNLESS OTHERWISEOTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM R44G GRADE R. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED % x,?• lY itt� � 7 BC DL + 10. 0 PSF CR -ENG F APPLY CONNECTORS TO BOTH FACES RT EACH JOINT RIA LOCATE RS W17H PROPERLY ATTACHED PlYY00D SHEATHING, ''' TOT.LD. 40.0 PSF 0/R LEN. 24-0-0 _ SHOWN. BERRING WIDTHS RRE 4" NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BR`DESIGN STANDARDS-CONFORM-VITN-RPPLICRBCE-PRDVTSTONS-DF RS-RS-ON-DESIGN—OO NOT-USE-THIS- C= OT-USE-iHIS — rr o �F ALt;a/ — OUR:FAC. 1:25 PITCH 4 -5/ -12 - •NDS -B2 AND -TPI-7B OR PCT -80. DESIGN WITH FIRE RETARDANT 1RERTEO LUBBER. SPACING 2 4 . 0 " TYPE HIPS - - C= C= � C= C= C= .__TPI - TRUSS PLATE INSTITUTE. NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIDN 171-Z /97 ((� )) / JOB: 11859 BUTTE L&D THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATORO� TOP CHORD 2X6. FIR -LARCH #2 TC X -LOC L -R: .8.29 8.10.4 15.96 23.71 BOT CF(ORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R: .0.29 8.15 15.85 23.71 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH * 1X4_'T�BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. E NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS SEE DRAWING 13.0 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S INVENTORY. TRUSS LAYOUT. + Bottom chord checked for 10 PSF live load. SXS SX4 R-9374 W- 3.50" miffliffiEff'-w8ws R-9374 W- 3.50" I� 70VER 2 -D T D PLATE TYPE--RLPINE SEDN--117499 FURNISH R CDPY OF THIS -DESIGN -TO -ERECTION CONTRACTOR WP REV 13.0.7 SCRLE - 0.375D ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE ' QNOfESS/g�,_ DESIGN CRIT RER564--6011 C= O C= C= O O **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND V.**,VJ \\ 0A-T-RUSS- DEVIATION FROM THESE SPECIFICRTIONS 'OR ANY OEV:ATION FROM BRRCING.SEE "BAT -76-, (BRRCING WOOD TRUSSES G1e \`��pld Oh��`ti„\. TC LL 16. 0 PSF DATE 07/26/87 y� O THIS DESIGN OR Rl1Y FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECGIMENORT[ONS-.1'PI). SEE TC DL 14. 0 PSF DRVG CAUSR564 87206004 O WITH THE "QUALITY CONTROL MANUAL" BY TPI. ALPINE CONNECTCRS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- a: RRE MANUFACTURED FROM 20 GAUGE GRLVRNIZED STEEL UNLESS NENT BRACING REOUIREMENIS. UNLESS OTHERWISEOTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM R44G GRADE R. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED % x,?• lY itt� � 7 BC DL + 10. 0 PSF CR -ENG F APPLY CONNECTORS TO BOTH FACES RT EACH JOINT RIA LOCATE RS W17H PROPERLY ATTACHED PlYY00D SHEATHING, ''' TOT.LD. 40.0 PSF 0/R LEN. 24-0-0 _ SHOWN. BERRING WIDTHS RRE 4" NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BR`DESIGN STANDARDS-CONFORM-VITN-RPPLICRBCE-PRDVTSTONS-DF RS-RS-ON-DESIGN—OO NOT-USE-THIS- C= OT-USE-iHIS — rr o �F ALt;a/ — OUR:FAC. 1:25 PITCH 4 -5/ -12 - •NDS -B2 AND -TPI-7B OR PCT -80. DESIGN WITH FIRE RETARDANT 1RERTEO LUBBER. SPACING 2 4 . 0 " TYPE HIPS - - C= C= � C= C= C= .__TPI - TRUSS PLATE INSTITUTE. NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIDN 171-Z /97 r 0A -- - _ i L.iLi11 L'_' -.-..i i s�_ _ - - ..._.} 227:.2. ,,,,�_ _ �. _- � � - � -ti e• 1 - _ �"""�• _ - -t: .. -.... - _ - _.• .. �•%±.s.•'a 4I•�� ��� '1 i'i�T':ar� =�_ � - T. '-i __-��__. _ -.� �� � .4 } .�+., - -_ -� I ..1 .....: .1 F � - ! 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