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Home My WebLink About069-310-055w C. W. WEBB 5406 Sugarloaf Ct, lot 490,KRAC, Oro Contr: Better Bldrs Const, Oroville Permit# 55=81B,P E,M(new S/F) .w ,f-.,,-.69_31=55 contr: Be ^. a >1 r. � ` Oroville - �— tter:Bldrs.; Permi 14018=81B(ne pa io cover/SF). N. . # 0'(;9—'jib-05 ' �W7 �06 1359` V., Vic' 5406 SUGARLOAF,CT; OROVILLE :Cont ALL`AD RO0FING ARE ROOFy,•;�"r r V4,`� STS \•. t 0 a i r f t b vy v1 � f � e s J J 4 w C. W. WEBB 5406 Sugarloaf Ct, lot 490,KRAC, Oro Contr: Better Bldrs Const, Oroville Permit# 55=81B,P E,M(new S/F) .w ,f-.,,-.69_31=55 contr: Be ^. a >1 r. � ` Oroville - �— tter:Bldrs.; Permi 14018=81B(ne pa io cover/SF). N. . # 0'(;9—'jib-05 ' �W7 �06 1359` V., Vic' 5406 SUGARLOAF,CT; OROVILLE :Cont ALL`AD RO0FING ARE ROOFy,•;�"r r �� .- s ��:;.. ,r .. � � — - ,,, i 1_ ,I t t 'PERMIT NO. 955-81B,P,E,M PERMIT EXPIRES OWNER C.W. WEBB CONTR. Better Bldg, Oroville ASSESSOR PARCEL 11IONW-55 LOCATION 5406 Sugarloaf Ct, lot 490,KR#4C + { iA•. r, Temp. Power Pole Called PG&E Temp. Elec. Service- i Called PG&E 1 Temp. Gas Service k Called PG&E s� JOB FINAL ED (Date) Signature V = OK O = Not OK = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rig.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Locatior-Test-Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors _ 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI . Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances _ 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Poo( Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date V = OK O = Not OK ., - = Not Applicable RESIDENTIAL (Single and Duplex) a); = Not Ready Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) A—?Tn—ing requirements-Setba aseme all & Openings s -/4z Q--ftg., oils -St - lec. - / Ftg. Depth 'T3 "�S E -Doors -one 3' -Check Garage -3rd story, 2 exits Garage; Soils -Steel- / /" Ftg. Depth r/ . Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Fto. Depth Overhang -Attic Vents -Rafter Outriggers �§,.8t8Pr�alls, Main; Steel-Blockouts-Wrapped iding-Nailing-Veneer 6. St alis, Garage; Steel-Blockouts-Wrapped-Slab 5 . es -Drip Screed-Fdn. Vents-Underflr. Access Piers- a e g. -Steel Glazi g Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/0 -Sewer Test ear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 16. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground *12. Plenums & Ducts; Clearance -Material -Support -Ins. Ofl' 3. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -13 Date4-4-WCard-BI Date Date FINAL (Plans) OK except H's Card -BI Date f Card -BI Date Date PLUMBING (Permit) OK except q's x Steps -Door & Sidelight Protection -Landings Smoke Detector 14. - 58. - - onnector- In Gar e; Above Floor-Ducts-Mech. Protection 1^-Ar-X7 Yater Pipe; Test & Anchors -Nail Protection D.W.V.; Test-Fttngs & Anchors -Nail Protection edroom Exiting first Floor -Tub Access. .I. & Bath Fixtures & Tub Access nd Floor -Tub Access Fj1�ieL!Dim & Subpanel; Breaker Sizes -Labels 1 chors 6 r—Sfairs ils fireplace or Stove; Clearances -Hearth c. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI V Date Card -BI Date 6�4e�tlets & Receptacles at Kit. Counter Date ELECT AL Permit OK except q's e ire Door; Swing -Landing -Closer 6 DyW in Garage- lemper- o-/ F' re &Transformer Clearance -Ins. Protection 6 tr.rlFeni -Clearance-Comb. Air-Connector-P.R.V.- In G e; Above Floor-Mech. Protection • E Receptacles Spacing -Lights &Switches at Doors b. Elec. & Mech. Equip. Listed for Location r i . S' Boxes & No. of Conductors -Stapled ec. acles in Garage; (G. F.I.)-Rom Protec. r, . 5REn Installed Close to Edge of Studs & C.J. 7 73. ulation-Foam-Looked in Attic es Guard ils &Deck Construction -Post Caps h ip. Ground made up w/Mech. Fasteners - 9&.2 Appliance Circuits in Kitchen & Conductor Size n. Vents & Crawl Hole Do 1rainage & Wood -Earth Clearance Look der Floor es AI-A.C. Wire Size / / ga. Cu or At Ran a Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or A1, ulated Neutral ❑Yes ❑No ollowing instld.: Drive es ❑ No; Walks s ❑ No; Planters ❑Yes o Service -Riser Conductors & Ground -Main Disconnect 76 - ch. Equip. 7 C. , Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet Qlothes Closet Light-S4amwed.iqj{t6l , 7 ents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. xter'or Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Datea10-*Te_nWWion throughout House Card B -I Date Card -BI Date lass Protection Date MEC ANICAL (Permit) OK except N's 8 . ctions from Previous Inspections Meters Tagged; Gas -Electric A C. Ducts; Insulation & Support -,> ate ewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Vent Fan; Exhaust above Insulation _ 3Jr_6eo4eaeete Drain & Overflow; Size & Grade 34 F rnaCa access -Comb. Air -Return Air Vent -115V outlet 33h�e ss & Platform if Furnace in Attic Card -B e ateCard-BI Date Card -BI Date Card -BI Date Card -BI Card -BI Date - Card -BI Date Date Card -BI Date _ Card -BI Date Card -BI Date Date FRAMING(Plans) OK except N's Comments at Final: S' Is; Proper Material & Anchors _ lls; Studs -Nailing, Spacing & Bracing -Plates -Sound ring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) it ps; Furred Ceilin s -Staff -Cha es -T 4ader & Beam -Size & Bearing _ Ha'Is-Post Caps -Anchors -Connectors _ 'elpo g. Joist- Rftr. Ties-PurII Roof Brac. Tr - hAmq.-Rfnq. Fireplace Ties or Type lue-Fireplace Thr is Access; Size & Romex Protection -Draft Stop -Ins. Baffles . Bdrm. _ ows or Exiting Doors -Sill imensions 4 age Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) a I RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE `1 THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT ( Webb ) 5406 Sugarloaf Ct. (location) BUILDING PERMIT NO. ,yes- A;P. NO. 34-89-55 THE FOLLOWING HAVE BEEN INSTALLED AS PER -APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: / Slab Edge.* Fdn. Walls R,�} Floors Walls Ceiling/Roof ,/- Ducts Circulating Pipes APPROVED HEATER I'--. APPROVED WTR.HTR._lo< GLAZING: Single Glazed /tm Special (Insulated) ✓ CERT. & LABELED WDS. & SLIDING DRS. WEATHERSTRIPPED DRS. BACK DAMPERED FANS INTERMITTENT IGNITION DEVICES J4 CERT. APPLIANCES I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS -SUBMITTED. Insulation Applicator Name • PM Morgan nt ° Signature of (pl ase pri �....�, Insulation Applicator State G°ontraet'ors License No. V General Contractor/Owner Name Signature of (please print) General Contractor/OwnerJ�r�✓ Date 2-.,°? ;V- 49/ State Contractors License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. COUNTY OF,BUTTE - DEPARTMENT OF PUBLIC WORKS PE MIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT All ASSES'SOi4 PARCEL` UMBERING BUILDING PERMIT r OWNCR r TELEPHONE. SO. FT. OCC. BUILDING VALUATION OW R'S MAI IN DRESS CON CTOR•SAM S TELEPHONE ma CONTACTO 'S MAILIN A D SS Fireplace •' '1 ��' CONST UCTION LEN �1 UNKNOWN Total Valuation I $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER- LICENSE NO. Plan Checking Fee $ J� / Penalty - $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS { . I PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 , Repair drainage or vent piping 5.00 YD Water piping LOT NO.' SUBBDIVISION NAME )1 & PARCEL MAP 4p6 Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets ,, USE OF STRUCTURE SF LlDuplex❑ Mobilehome❑. Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New Addition❑ Remodel❑ Utilities 0. Installation[] Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR00V OR LSLESS -a 5.00 _TZ service EA. ADD'L 100 AMP 2;50 1U NEW CONST. DW E I P•01) OR ADONS. AC 22 sq ft (bd - CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 7 _ wI i am licensed under provisions of Chapt.9, Div. 3 of -the Business and Professions Code and my license is in full forc and effect. License No.•�^ v�� 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 CONSTR MULTI -OUTLET 2.50 ea . NON-RESID BRANCH CIRCUITS NEW CONSTR / POWER APPARATUS 6� NON-RESID. \SINGLE OUTLET CIR, so@2sa Ex. Occup OUTLETS OR FIXTURES BAL@1 Ex.. Occup.l♦O UTLETS FIXED P(RESID )REA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ , Contractor MECHANICAL PERMIT Filing Fee 10.00 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. Heating A,4, 7- - 'Cooling t .Hood 3.00 Ventilation Permit Fee S b Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue, against said Cou ty i consequence of the granting of this permit. } X O_liJY K,2� Date oZ�� —,�- -ter a 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 $ TOTAL PERMIT FEE $ '76.0o OCCIIP. GROUP I TYPE OF CONST, PARCEL PD HD SSU This permit is hereby issued under sions of the Butte County Code•and/or work indicated above for which DIRECTOR O UBLIC .— By PERMIT EXPIRES D$te, the applicable provi- resolutions to do fees have been paid. WORKS Date 7 LS-� Receipt No. ( WHITE-D.P.W.• YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT ` « Telephone . 533.2000 North Burbank Public'Util.ity Districtf 4960 Elgin Street s ' OROVILLE, CALIFORNIA 95965 „ ,• 27-81 ' ' DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS • This verification form must be submitted to the Butte County Department of Public Works - Building. Department prior to issuance of a building or occupancy permit, whichever is applicable. 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,l must be submitted to ButteCounty.. , ,_,Applicant-,.CHARLES W. WEBB (Better Builders Construction) .. Applicant Address: 892 Meander, Drive, Walnut Creek, CA 94598 ' • 'Applicant Phone No.: Property Location (s):. 5406 Sugarloaf Court, • Orovi l l e, CA 95965 Kelly Ridge Estates, -Lot 490 Unit 4C A.P. No. (s): 034-89-0-055-0 ` Fees Paid: All fees; aid An advanCe ' Application for service approved: „ North Burbank March, 23', 1981 ,- . } Public Utility District Inspection(s) madeand successful test(s) observed: Location. Date: By: North Burbank Public Utility District release to close permit: Date: By: - - OWNER d . A.'GENERAL Zoning requirements aluation. Si gnature by R.C.E. B. PLO LAN Complete parcel size and dimensions. Setbackq, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. C. FLO-OR PLAN RESIDENTIAL PLAN•CHECKING GUIDE (S.F., DUPLEX, & MISC. ONLY) (sideyards and parking). or Architect (if required). Bldg. A. P. X Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1405). Required windows for second exit (Sec. 1404). Allowable glazing for energy requirements (20% max. per.State law). a k' Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1407). .r?" G.F.C.I.'s in baths and exterior outlets (Sec. 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. "4. Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(4)). 20*1 1 - 3'0" exterior exit door (Sec. 3303d). Xf. Fireplace location. Smoke detectors (Sec. 1413). D. STRUCTURAL DETAILS Foundation plan complete enough to construct building. 'Floor construction details complete enough to construct building. ,-3� Elevations and wall construction details complete enough to construct building.' Roof"construction details complete enough to construct building. Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT FOR CCX plywood on exposed locations and overhangs. Stairway details (Sec. 3305). Guardrail details (Sec. 1716). L° Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. i8 Garage door or porch header sizes. ,J9'.-'7 Adequate bracing. ,J,@. Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. 1. `T Two (2) exits on three-story dwellings (Sec. 3302). 0 c A :.�ERMIT NO. .4018--81B t = PERMIT EXPIRES Charles, Webb OWNER Better Bldrs., Oroville CONTR. •s ASSESSOR PARCEL 69-31-55 5406 Sugarloaf Ct., lot 49D,KR#4C, I LOCATION _ Oroville I • Temp. Power Pole Called PG&E / Temp. Elea Service/ Called PG& T Gas as S/-G,&E ervi ce Called } JOB NAL ED Date �✓ / 1 y 1j) Signature J = OK 0 = Not OK = Not Applicable MOBILEHOMES = Not Ready MISCELL4NEOUS Date MOBILEHOME UTILITIES (Plans) OK except k's Date DECKS OVERS, CARPORTS, ETC. (Plans) G.. except W . 1. Zoning Requirements—Setbacks—Easements oni g Requirements—Setbacks=Easements 2. Soils; Special MH Support—Sketch ootings; Size—Depth—Spacing—Connectors 3. Sewer; Location—Test—Fall-C/O—Concrete _ 3. Decks irders and/or Joists—Deckin — cing— irs--Raaiils—' 4. Water; Location—Test—Easement Needed (Sketch) ood Awn.; Po eams—Rf on ht gRr f3�rnt�L 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete mns—Connections—Splice—Decal—Enc osures 6. Gas; Location—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. ; rn ws—Doors . 7. Utility Clearance 7. Eley_ Card -BI Date Card -BI Date Card-B�ateZ 81. - Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1. Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4• Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/O to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panelboards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date 1 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) ,. Date UNDERFLOOR Plans OK except N's Date FRAMING (Continued)' 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector _ 14. 15. Water Ht.; Vent -Access -Combustion Air Water Pipe; Test & Anchors -Nail Protection 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting _ 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. 19. Test Tub & Shower, 2nd Floor -Tub Access Gas Pipe; Size & Anchors 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails _ 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Date Card -BI Date ELECTRICAL Permit OK except q's 66. Elec. Outlets & Receptacles at Kit. Counter 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. 73. Insulation -Foam -Looked in Attic ❑Yes Guard Rails & Deck Construction -Post Caps - 25. 2 Appliance Circuits in Kitchen & Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or All 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or AI, Insulated Neutral ❑Yes El No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet _- 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. - 79. Water Well; Disconnect, Electrical, Plumbing - -- 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit) OK except H's 31. A.C. Ducts; Insulation & Support 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval _ 32. Veni Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet _ 35. Attic Access & Platform if Furnace in Attic Card -BI Card -BI - Date _ - Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING(Plans) OK except q's Sills; Proper Material & Anchors _36. 37. 38. 39. _Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls_over_Girders & Floor Nailing__ _ Draft Stop in Walls (rat proof) 40. _ Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. 42. 43. 44. 45. 46. 47. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties- Purlin-Roof Brac.-Truss-Shthnp.-Rfnq. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size &Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing (NOTE: Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS/ r/ PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534- 541 APPLICATION 4ND PERMIT f All ASSESSOR- R EL' NUMB „ 46 Z0;9C'ryL_ ' BUILDING PERMIT / j fn I [ OWNER if TELEPHONE, SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING A D3FSS - CONTRACTO NAME nn // ELEPHONE o ar S w ® v (fi(IV d,* J�l . t ZSR - - CONTRACTOR'SAILING ADDRE {/ lG°� ( �E.:-usa"A W', a r CONSTRUCTION LENDER / UNKNOWN �C� 6C Fireplace Total Valuation $ �GCJO- "Filing Fee $ 10.00 LENDER'S MAILING ADDRESS �- Permit Fee $ C9 C) .ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ ('Z1%_0 Penalty $ 'YJ, 0W ARCHITECT OR ENGINEER'S MAILING ADDRESS _ Permit fee $ oLjlt9 BUILDING ADDRESS 0 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 / A - ev Ca.- Water piping LOT NO. % SUBDIVISIOr,NN NAME U.= -� C PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets ,--� USE OF STRUCTURE _ SF LJ Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 { TYPE OF WORK New ❑ , Addition 1✓I Remodel ❑ Utilities ❑ Instal lation ❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 - Main service EA. ADD•L 100 AMP 2:50 NEW CONST. DWELLING OCCUP.8i1 OR ADONS. ACC. SLOGS. _ 20 Sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): Q� am licensed under provisions of Chapt. 9,'Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. �� -� Classification �� ❑ I, as the owner, or my employees with wages as their sole compen- sation,'will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 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 CO IDR BRANCH CIRCTITS 2.50 ea NEW CONSTR.POWER APPARATUS hl NON-RESID. SINGLE OUTLET CIR. / Ex. Occup. OUTLETS OR FIXTURES a 10t FIXED APPLNS. OR Ex. Occup.(o UTLETS (RESID,) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 ` Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 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 shal I be deemed revoked. 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 County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County:►n consequence of the granting of this permit. �� i IlCO /' X ✓� a �� M Date Signature of Applicant - Owner g pp ❑ Contractor � Agant� An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 storiesin height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ % $ OCcUP. GROUP Y,�� I TYPE OP CONST. JPARCFLJ PD HD ✓ ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT R F PUBLIC By PE T EXPIRES Date the applicable provi- resolutions to do fees have been aid. p WORKS Date �-Z6- - Receipt No. C. WHITE-D.P.W., YELLOW-ASSESSO , PINK -INSPECTOR. GOLDENROD -APPLICANT ' _ �'F" Butte_CaunN Danorfmnns f.m..e.•�---� _�..._ 5 T069-31051,,,OrGAC•rb 06-13 NOTES sWEISS, JEFF 1F5406 SUGARLOAF CT"OROVILLE4a" Cont: ALLADIN ROOFING + RE ROOF x'D Ef! Ti A.... , _ t APN: Permit No. f Owner. ' j. Site Address: ( Contractor. • Type of Permit: ' ' t A 4{ SPECIAL CONDITIONS - Y Q SRA _ Q FLOOD CERTIFICATE EQUIRED 1; Q FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS o f x 0 VERIFY 1 Q USE PERMIT CONDITIONS ! 0 SUBSTANDARD HOUSING LETTER ` Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID 'f Q ENV HLTH CLEARANCE f I DATE JOB FINAL �' SIGNATURE: u CHECKED BY += OK 0 = Not OK MANUFACTURED HOMES MISCELLANEOUS-. DAIL_j Lj PERMANENT FOUNDATION SOFT -SET 1 ZoningSetbacks-Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FalUCIO-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Gmd -Am -Concrete 6 Yard Gas; Loctn Test Wrap Nat or LP❑ Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -CIO to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD LabeUlnsignia Numbers Serial Numbers '---DATE 10 E C K S -C O V E R S -C A R P O R T S -G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; SoiisSz-DpthSpacing-CnnctmSteel 3 Decks, Glyders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-RRS rsnnctrsShthg. Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSpiice-Decal-Enclsrs 6 Carports; Wndws-Docrs 7 Electric 8 Fnng; Sills-AnchrsStuds-Rftrs-Tnuses 9 Siding; Nailing-VeneerStucco-Lath 10 Roof; Shthg-Rooting 11 Ext; Steps -Doors -Landings 12 Braced Wall pnis - s, DATE JPOOL.S 1 Setbacks -Easements 2 Soils; CompactlonStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance -GR Elec Pool Lting; 15 volts-GFI 6 Elec. Enclsrs;'Con dul.t Entries Terminals -Listed 7'Elec Bonding; Metal w/5'-Crcltng Eqp-Htr. 8 Elec Grndng; Eqp w/5'.Crcitng Eqp-Pool Ightg Boxes-Enclsrs-pnlboards-lnsultn to Maln Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Encisr; Fencing -Alarms 13 Bonding, Diving board or Slide.. c5 Pool Drawing - 0 Not OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR3� I DATE IPLUMBING 1 ZoningSetbacks-Easements-FloodSlope 2 Ftg Main; Soils-Elec Gmd Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts Wrapped 6 Stemwalls Garage; Steel-Blockouts Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frpic Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12. Elec Undrgmd 13 Plenums & Ducts; Clrnc-MaterialSupportansultn 14 GirdersSlits-Anchr Bolts-Joists-Vnts-Cripples 15 Ace & Vntttn 16 Insulation o� 90 DATE IFRAMING 17 Sills Proper Materials & Anchrs 1S Walls Studs-Nalling Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops,* Furred CeilingsStalrs-Chasers-Tubs 22 Headers & Beams-SZear ng 23 Hangers -Post Caps Anchrs,Cnnctns 24 Ceiling JOlst4Utr Ties-Purlin-Roof Brac-TrussShthg 25 Frplc Ties or Type A Flue=FrQic Throat Clmc 26 Attic Acc; Sz & Rink Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One X -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Flre Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr dt6grs _ 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Ace 35 Glazing Area -Glass PrtctnSkyLts-Plastic . 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insultn-W alts -Ceilings 39 Infiltration Walls-Wndws d' X41 DATE ELECTRICAL' 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz 9a ❑ CU or ❑AL AC Wire Sz 9a ❑CU or 0 A 48 Range Clrc 93 Cu❑cr ❑AL Oven Circ 9a [:ICU or ❑AL Insulated Neutral F] Yes [—I No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrnes pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector o� o`s' o,• tea'. 53 Wtr Htr; Vent Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr.Nail Prtctn 56 Shwr Pan; Test, First fir -Tub Ace 57 Test Tub & Shwr, 2nd fir - Tub Ace 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas.Piping MECHANICAL 61 AC Ducts Insults & Support " 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Ace & Pltfrm If Furnace In attic 90 FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clmc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Ace -Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Cirnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Cirnc 77 Elec Outlets & Rcptcis at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper. 80 Wtr Htr, Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcis in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Cirnc Drnge Planters ❑ Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, PImb-Appinc-Frplc-Cirnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Ihspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : C 3 9 License Number: � y Date: 6-7-04 Contractor:/2�F r �QO �� r %_ OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than rive hundred dollars ($500).): PERMIT NO. BP061359 Issued Date: 06/07/2006 APN: 069-310-055-000 Site Address: 5406 SUGARLOAF CT ORO ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). O I, as owner of .the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business - and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: l�tr�{��--,i�� Policy #: -2 . 7 } 9 7 ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. Map Index: Description: RE -ROOF 25 SQ'S COMP Owner: WEISS JEFFREY M 5406 SUGARLOAF CT OROVILLE, CA 95966-3827 Applicant: ALLADIN ROOFING P O BOX 4262 OROVILLE, CA 95965 (530) 533-2934 Contractor: ALLADIN ROOFING P O BOX 4262 OROVILLE, CA 95965 (530) 533-2934 License #: 532834 Architect: Engineer: otal Square Ft: 0 S. F. Valuation: $0.00 Census Code: CONSTRUCTION LENDING AGENCY This I hereby affirm that there is a construction lending agency for the Res performance of the work for which this permit is Issued (Sec 3097 PERMIT Address: is hereby issued under the applicable provisions of the Butte County Code and/or I do wo indicated above for which fees have been paid. W)v , Date: c ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have -read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize represent lives of Butte County.to enter upon the above mentioned property for inspection purposes. Print Name: C' 11 /� d Signature: Date: ❑ Owner T�ontractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING -PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061359 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 06/07/2006 APN: 069-310-055-000 the Business and Professions Code, and my license is in full force and L'censeClass: (239 License Number: �.� Site Address: 5406 SUGARLOAF CT ORO Dater Contractor: �Qo/12, r, L, Map Index: Description: RE -ROOF 25 SQ'S COMP OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: WEISS JEFFREY M permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 5406 SUGARLOAF CT signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95966-3827 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: ALLADIN ROOFING Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, P O BOX 4262 provided that such improvements are not intended or offered for OROVILLE, CA 95965 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530) 533-2934 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business w and Professions Code. The Contractors' State License Law does Contractor: ALLADIN ROOFING not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P O BOX 4262 ❑ I am Exempt under Article 3 of the Business and Professions Code OROVILLE, CA 95965 (530) 533-2934 Date: Owner: License #:.532834 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier ame�nd policy number are: Carrier:lA�f=PP�—�-� Total Square Ft: 0 S. F. Policy#: -211 — /97-6(61 Valuation: $0.00 Census Code: ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' / compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: - 7 S� S Applicant: YY�� WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY is pe mit is hereby issued under the applicable provisions of the Gutta County Code and/or I hereby affirm that there is a construction lending agency for the ions t do wo indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)' ;Resot Name: Date: Address: PERMIT EXPI S ON: O O to ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have -read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize represent lives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: if!1 IZZ—d2��2Signature: Date: ❑ Owner TT ontractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 /w 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES 0 o BUILDING PERMIT APPLICATION o o AND SUBMITTAL REQUIREMENTS O 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 o 7. o OFFICE #: (530) 538-7541 0- .t A FEE WILL BE REQUIRED AT TIME OFAPPLICATION 01i Ni Website: www.buttecounty.neUdds "PLEASE PRINT CLEARLY" APPLICANT INFORMATION OWNER INFORMATION Last Name � irst Name Address 4 o k Cityr / l State Zip Phone •q O Fax E-mail E-mail APPLICANT INFORMATION CONTRACTOR Name � r vt Address .6,417 City < Zip Stat T Phone,,;-,-,_ 2_9_7 E-mail Fax E-mail Lic. S 3,292 Y t Is. APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Lot # Fax E-mail Date Approved: State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: AP# Zoning j Flood Zone SRA I Yes j No Occ. Type Const. Subdivision Name Camer Map Book Page Lot # Planner Address Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:IFORMS\BUILDING FORMS1BldgApplSubRgmts.doc Page 1 of 3 PERMIT NO � BIN # PROJECT LOCATION AP# Prop rty ddress City Cross Street WORKER'S COMPENSATION Policy Number 1 3 - l '77- Camer If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: 3 f7 Q Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be re wired. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by. --w Amount: [7-570 Bldg SRA Receipt #:4 S5& (P/ G/ Y Sheriff SMIP Other REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED, ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) 'OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). P Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years frorp the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction"work has been done. Filing fees, plan check fees -for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMS\131dgApp1SubRgmts.doc Page 2 of 3 REV 8-12-05 :3i ,. t% W.n r.rw....w.+.u;w%f4,N M,•> .rh..i:.i His 4v, ..a .. ,t..,,.� 4,CN y'} -«6: •R rra.-.:. r . .---w -_--- �rPr.i«r rr r_rMr--_---- rYry.w __wr V f ,� ht •' i sw-ww -w ww.e.� ,.w r. r. .wrYwY_ YYTwYY `r H+YYrYTi++ TwwrRY h I I, JD. ADANII COMPANY EN1TIy10ERINd CO�RIOHT lr79 !' { ZA 4k A4 At A2 SPLICE. %� AI AI C3 3. as " .� .... A` r, R L/4 111 L -SPAN, ` F CA, 4.00/12 WK FOR SPAN 511- 4' OR LESS MINIMUM LUMBER TOP CHORD -2X 6 DOUG FIR -LAR 02 BOTTCM CHORD■2X, 6 DOUG FIR -LAR 02 1 JOINT A" 4.5X14,8 JOINT Al-I.3X 1.0: JOINT A2.3.2X 3,6,J0.10 Da3.2X 5.4 ALL 'LESS -2X A HEM -FIR STUD I JOINT C3�3,,2X 3.6 JOINT 02w3. 2X 7.2 BRACED WEDS A2-C2r f' JT'. SPLICES JT.Alw7,OX 5u4 JT.A2o-7.0X 5;.4 JT#6307.OX 5.4 ` JT.C2+',7.OX 7.2 THE MINIMUM BEARING- 3.5 IHCHEB 1 FOR SPAN 50'- 4' OR LESS MINIMUM LUMBER TOP CHORD'2X-ARHEM-FIR 02__•_ »--BOTTOM-00RDO OUG_rw---_L -wr_. t GRD•2X 6 DOUG FIR -LAR 02 1 JOINT A" 4.5X 9.0 JOINT Al"1.3X 1.D JOINT A2+3.2X 3.6 JOINT D -+1.2X 59 ALL WED802X 4 HEM-F:IR STUD 6 , JTI,NSPLICE82X31,6 JT#AI■71OX�5NT zA3f JTiA2T7_OX 50 JT C3+7oOX 5.4-^4T^C2-7#0X-7^2«TTHE rMINIMUMWBEAR3N0■EVS 23 5,-IMCNF.SY-- I FOR SPAN 461- 9' OR LESO MINIMUM LUMBER TOP CHORD -2X 6 HEN -FIR 02 _DoTOMCHORD■2X A DOUG FIR -LAR 02 1 JOINT A- 4.59 9.0 JOINT Al■1.3X 1.0 JOINT A2 -312X 3.6 JOINT D -:3,2X St4 ALL UEDS"2X 4 HEM -FIR STD I JOINT C3■3.2X 3.6 JOINT C2 -2,6X 7.2 X 3 THE BRACEDMWEDS SRINOC23 ,5 INCE! ) JT. SPLICES JT.AI.7.OX 5.4 JT.A2-7.4X ,ts 4 JT.C3"7.0X 5.4 JT,C2e7.0 7, INCHES I, r-riw- FOR SPAN 43f- 3' OR LESS MINIMUM LUMBER TOP CHORD -2X 6 HEM -FIR t2 DOT;(,OM CHDOD62X 6 HEN -FIR 02 { JOINT An 3,9X 9.0 JOINT Al -1.,,3X 1.8 JOINT 62"2.6X 3.6 JOINT 9-3.2X 3'.6 ALL WEBS -2X 4 HE041R STDI JTZNSPLICES6XJT.AI- 73.16 ,4X. 514NT 2aX 7.12 JT.A2 7.OX 5,4 JT.C3 7.OX 5.4 JT,C2 BRACED WEDS 02-C2o I " X � " ■ �7.OX 7.2 THE MINIMUM BEARING- 3.8 IHCHEB F -, ,...--------.r----r-----w...... .--..-_r..r...Yrr r---------4 1 �li FOR SPAN 421- 3' OR LESS MINIMUM LUMBER TOP CHORD02X 6 HEM -FIR 02 BOTTOM CHORD"2X 4 DOUG FIR -LAR 11 1 JOINT A■ 3.9X 9.0 JOINT A1"1.3X 1.0 JOINT A2"2.6X 3.6 JOINT B -3.2X 3 6 ALL WEDS, -2X A HEM STD 1 JOINT C3.2.6X, 3.6 JOINT C2 -2.6X 7,2 BRACED WEDS A2 -C2. r _-T K -__ �C3-7^OX14y48-JT_C2ti5.OX 7y2 THE MINIMUM BEARING■ 3.5 INCHES x JT. SPLICES J .AI■7.0 .5.4 JT.A2.7.4X 5.4 JT ■ ....�_.........w.-.........+.ru�'�""_-,u„--------------:---_� FOR SPAN' 41'- A' OR LESS MINIMUM LUHDER TOP'CHORD-2X 4 DOUG FIX -LAR 01 DDTTOH CHORD -2X'4 D r111t1,L R 03 1 JOINT A 3.9X 9.0 JOINT A1.1.3X 1.0 JOINT A2 -2.6X,346 JOINT 0-3_.2X 3 6 ALL WEBS"2X 4 HEM -FIR G7 I JOINT C3 -2.6X 3..6 JOINT C202.6X 7.2 BRACED WEDS A2-C2r 11 JTi SPLICES JT.A1-4,5X 3.6 JT.A2-4.5X 544 JT.C3-7.0:X14.4$ JT.C2-5.SX 7r.2 THE MINIMUM DEARINO■ 3,3 INCHES f `,.',='+rv�w r ..__ - ••. _� - F.......-.�..v.w.-ra-cl'avup'u'pm,.+r..wwr»�.....-.......-�..w---r....-.-...�r..... ..�,-..«,�,.«....- ,..- + FOR SPAR 37'- 5- OR LESS MIWIMUM LUHDER TOP CHORD -2X 4 BOUG FIR -LAR 02 BOTTOM CHORD -2X 4 DOUG FIR -LAR 01 1 40INT A- 4.5X 7.a JOINT AI -1.3X 1.0 JDINT A2.2.6X 3.6 JOINT 8.3,2X 3.6 ALL WEDS -2X 4 HEM -FIR STD: I . JOINT C3-2,67{ 3.6 JOINT C2■2.6X '7 2 NG BRACED WEDS ► 1 i JT. SPLICES JT.,A1 4.SX 3_6-_-41,A2-4»5X-504-- JT,C3-7.OX14M4Sy-JTit2-5_09 7_2 -' THC -MINIMUM -BEARMO-r3w3rINCHE6 1 " ■ f FdRrBPAN Y37'- 4'UR LESS MINIMUM LUMBER TOP CHORD02X , DOUG FIR -LAR 02 BOTTOM CHORD -2Y 4 DOUG FIR -LAR 12 JOINT A- `4.5X 7.2 JOINT Al -1.3X 1.0 JOINT A2 -2.6X 3.6 JOINT D -3,2X 3.4 ALL WEDS"2X I� HEM -FIR STD I JOINT �',3.2,6X 3.6 JOINT C2 -2.6X 7.2 NO BRACED WCSS r I JT! SPLICES JT,A1-4.sX'3,6 JT,A2-:4.5X 5.4 JT.C3-7.O>14.43 JT.C2-5.OY. 7.2 THE MINIMUM BEARINO- 3.3 INCHES I` ._.,. r_ -r -------------------------Ts-w_�...-:p.._..Y-., .,..__"-----------....r------ _- r-----__"'r------------�_r--..Y..��...r....�.: .' FOR SPAN 37'-c 1' OR LESS MINIMUM LUHDER TOP' CHORD -2X 4 HEM -FIR a1 BOTTOM CHORD -2X 4. DOUG .f IR -LAR' 02 '1 JOINT Ay 4.5X 7.2 JOINT Aa -1.'3X 1.0 JOINT A2 -2,6X 3.6 JOINT 0.3.29 306 ALL WESB-2X 4 HEM«F,IR BID I JOINT C3 -2,6X 3.6 JOINT C2 -2.6X 7.2 NO BRACED WEDS JT. SPLICES JT.AI-4.5X 3.6 JT.A2�4.5X 5.4 JT.C3■7.OXI'4.4S JT.C2■S,0X 7.2 THE`MINIMUM BEARING- 3.5 INCHES 1 FOR SPAN, V'- 0' OR. LESS MINIMUM LUMBER TOP C),9RD-271 A j F[S 1 YU `TOM CHORD -2X 4 NEM -FIR it I ' •■ .^ - U4�.PA -.6 t ALL WEBS■2X 4 HEM -FJ R D7U 1 1 JOINT A W.SX T.2 JOINT Al 1.3X 1.0 JOINT 'A2 2.IfX 3.� JOIiJT JOINT C3-2.69 3 ;6 JOINT C2,..bX 7.2�DriA ED WEDS N r I J1', SPLICES JT.'i11■4.5X 3.6 JT. A2-q.5X 5.A JT.C3�,7.0 �r Sd7 w :r�IN M nEARI 0" 3.5 INCHEs _ 3111,4E "THE DEBT -RESULTS IN TRUSS rFABRICATION -ARE �ODTAINEDwWITH 'A nECHANICni, JIG -THAT -ELIMINATES HARMFUL ,�STREBsEB-'CAUSED r-1 i BY IiA)JDLI;VO. LACKING SUCH A JIOr GREATER CARL MUST DE EXEkCI8E9.yj '+�1 :NJI,INQ� USS OR LARDER CONNECTOR PLATES I SHOULD DE SUDSTITUTCo. J.D.ADA06 CO. BEARS MO RESPONSIDILIT��Far, MI �Py�iPCT.iOFL F�Ru SES.. PERSONS USING TRUSSES I ARE CAUTIONED TO SEEK PROFESSIORAL ADVICE M REGARD TO ERECff1014 DR ,C1 0 Ai1Y PE HA 171 BRACING. ALL JOINTS NUB 1 + DE ACCURATELY CUT AND FIT. DIMENSIONS MOST BE VERIFIED, ALL PLAYE43� CENTERED UNLESS DN01lN OTHEFIuISE: PLATES ARE 1- MINIMUM BASED ON STICSi`EB. FADRICATOR 4AY FIND FROM EXPERIENCE THAT SOME JOINTS NIGHT REQUIRE LARDER PLATES FOR I B ORfD AT VDIH ENDS TO A SUITABLE SUPPORT. I �i HANDLING, ALL CONTINUOL�B ftACINO ON AND CHORDS TO BE ANON (ALL BRACING TO DE SUPPL.EA BY OTHEF<S,) ALL WEDS 2X4 UNLESS OT'HCRWISE SPECIFIED. NUL,TISPXKE 'tDY J.D. ADAMS CO.) SH;aLL BE :MADE OF 20 GAGE STEEL AND PRESSED INTO BOTH FACES OF JOINTS. j ---m-------- --« -, ----------------------------------------- NIJLTIPLY.%'A Y F r DgOW FOR STkEBSEI� I TRUSS LOADING 1 I ROOF f I { 190192(C) A1'-/,2" 90 94(C)'A2-S■ 62 f)1 (C) A -C3 95.74f'T� C3 -C2- 77.t32(T) 1 LL" 16.00 P8F i AI -C3- rAloW C) ('3-A2. 14.33(T) A2 -C2- 22.11(0,t -C2- 29.40tT7' 1 DL- 1440 PSE' (, 1 CEILINO' 1' FOR All BRACED WEBS.,, USE A IX4 CONTINUOUS BRACE 1 LL- 0.00 PSF t FOR A MINIMUM DC04 N4� SREATER THAN 3 1/2' OUT NOT EXCEEDING 7' - I DL- 10,04 P8;' I ADD ONC VZARINUI BLOC- 12 INCREASE FOR STL"25 I REQUIRED J **NAILS ON EAkiND A LOCK- 3.41 { SPACED AT 24'O.C. {' f T PAGE 13 G.4w_ .. .r._Yar, f+iwa wri t. , 5N , _ • «r rr - -r • •Y♦,• / ♦+!_'i w,vw ,.. Ir • r , . •Y Y+--Yrl� _wwr:N r ,� 1 w UPCwCobE J+D•T:APAMS COMPANY ENGINCCRING- COPYRIGHT 1979`~ I 11-30-1979 !k 4,00/12 QVCF.- 2.00/1-.^, 6 PN1. 'T2 ♦. rY..u..l• ..•..w.rt-r .wr-wwwgw��_a..b _Y. iM w. .Y.� a+.w w..:,1. .,•,a wr,... _, ire.... f:'•i ».•..w,ly L.w-.Y*-..w�,.i,• .. YH.,a. r,..,. Gl Y •Y..rwww.•wwi.is FOR 'SPAN 40'r 1' OR LESS MINIMUM LUMBER 'TOP CHORD -62X 6 DOUG FIR -40 91 DOTTOM CHORD -12)( 6 DODO FIR: -LAR 41 JOINT ,A■ 4.5X14a4:J0INT Al -1.3X fig JOINT A2.2.6X 544 JOINT B■4.'5X 7,24,202Y6X-3.6 ALL WEDSo1X 4 HEM -FIR STUD " JOINT D2■3,2X 5.4 JOINT bl-3,9X 5.4 JOINT D-9 OX 9.0 {TOTA1. PLATE SO IN• 742.32 NO BRACED WCB5 J7. SPLICES JT. Al-7.OX 5:4 JTt.A2-7.OX 5.4 JT,D20-,0X1010£ JT.D1M9,'OX14.4S'. THC MINIMUM 'BFARINO's 3i5 INCHES ! A -A1- 7010,(C) Al-A2K 7810+(0} A2 -Do 659^i(C) ADI- 7519,(T) 112-131 63404(7) DI,D- 5016i(T) ! AS-D2h 352.(0) A2Y112- 1339.(7') A2 -D1■ 627.(0 D_ D1- 1622a(T) BiD- 1766.(7) .Y♦1.i.,,.r'.r_..T...-a»rw_.r.r.-.a.Y ._„.,,.;._..,.,,,..r.=--. ».aY.r_:..r._•k,i.Y...♦.♦,.r_r..r,,.. .w,..�, ..a...rsr..:. ia'a FOfi_SPAN 301- Oi. OR LESS MINIMUM 'LUMBER 'TOP CHORD■2X 6 DOUG FIR -LAR 11 DOTTOH CHORD62X 6 DOUG FIR -LAR 41 JOINT Am 4..",X14.4 JOINT Al =1.3X 1,$ JOINT A2•2,6X 5.4 JOINT D -3,9X 7,2}292.6X 3.6 ALL WEBS -2X 4 HEM -FIR STUD JOINT' D2•3.2X 5a4 JOINT DI -3.9X 5,4 JOINT 11-74K, 5.4 (TOTAL PLATT= SO INN 647.20 NO BRACED wcys Jr. SPLICCC JT.Al-7.OX 544 J'.T.A2.7.OX 5.4 JT.D2-7.0Xi8.0G JT.1110 0)(14.4G THE MINIMUM DEARINO'- 3.5 INCHES ! A -A1- 7307 (C) Al' -A2- 7387,(C) A2-0■ 6244,(C) A•,D2- 7105.(T)` 1)2•,DI■' 60061tT) 01-D■ 4765,(T) 6' Al -D2- 3314 CC} A2•D2■ 1250. (T) A.^. -D1■ 553.10) Dr " V%24i(T) D-0• 1677.tT) 'w.r +vf. •I.tw ,Yr iri: Y-. ..Yw w_•.r H._ lw,..i'a. _r_NYw'k� Y•la Yaf:y •rwww.♦. Yar♦♦«:f• w 4,1♦_-_ r_w_»,k.. ♦._ .. w •• _'. w-. _�:}»r,-eY.-ei>'•' r Y•wr r» • .,« FOR SPAN 360w 0' OR LESS MINIMUM LUMBER TOP CHORD -2X 6 DOUG FIR -LAR 42 BOTTOM CHORD ■2X 6 DOUG FIR -LAR 11 JOINT A■ 4.5X1414 JOINT 'A1-1.3)? 1.0 JOINT A2"3.2X 3.6 JOINT B■3i'9X 7.2+2D2Y6X 3.6 ALL WEDSo2X 4 HrM•FIR' STUD JOINT D2.2a6X 5.4 JOINT D1-3.SX 5,4 JOINT D-7�OX 5.4 (TOTAL PLATO £G INp 624.24 NO BRACED WEII5 4 it. SPLICES. JT.AI77,OX 5.4 JT -A?, -7.0X 5a4 JT42-7.OX14.4G JT:D1■7.OX14.4,ri THC MINIMUM 'D11ARING- 345 ING14CS A -Ale 69571CC) A -A2■ 6957. CC) A2"0- 50S7.tC) AkD2- 669+.(T) D24I■' 5672.(T) 01."D" 45,13i4 T)'. Al -D2v* 311,(C) A2 -D2- 1162.(T) A2-01- 558.iC) D, -Di- f425.tT) B -D- 1560-(T) �. ay.,t ♦ • _rrr w:w r ,_ir•M Y, aY ♦ w k5 1 ••.• • u,_ . •wrw „- , r ,_ ,. r . r . Y:Ya w ._ ••apr-w 1 •ur,g•4•r _aNk � ♦rr r.. . rr_ Lw t F01ia•SPANr '33'- 7'' OR pLESO w •MI'NIMUM LUMBER « TOP-CHO0-'X 6 ♦DOUO.rFIR-LAR 12 BOTTOM CHORD■2X 6 DOUG FIR -LAR 41 JOINT 'A■293,2X 7.2 JOINT Al -1.3X 1-0 JOINT A2 3,2X 3.6 JOINT Df -3.0k 7a2+202.6X;3.6 ALL WEDS -2X 4 HEM -FIR STUD JOINT D2.2.0 5.4 JOINT 'D1■3.2A' 5.4 JOINT 6■7'46X 5a4 VOTAI♦ PLATC SG IN- 534,2.4 NO BRACED WEBS JT. SPLICES JT.AIE7.OX 5.4 JT.A2■7.OX 5.4' JT9P2.7,6X14oAS JT.D1-7.0X14e4S TNG MINIMUM VCA RINOA 3.5 ''INCHES A -A1- 64404(C) Ai"A216 6440.(C) A2 -14R 5406,(C) A D^- 620141T) D2 -Dl- 5276.(7) D1=D■ 4115a(T) AI -D2- 207.(0) A2 -D20 1050.(7) A2-014 517.(0) DI -Dim- '1307.tT) D+D- 1492-(T) a ; -'r ♦www.. . a•r .r1?. q '. ♦bow r. wwra,.a.:» -rw•.q ,wa. wN p.w w... ww _ +_,.. .... nYr : .. .E- ... .Av rY i ♦xv rw,iwy --,.-- .. arH ? .,..•rr- rwr.. ' 6..A FOR, SPAN SOY- 5' OR LESS MINIMUM LUMBER TDP CHORD -2X 6 DOUG Filly -LAR 02 BOTTOM CHORi-^X 4 DOUG FIR -LAR 11w JOINT ;A- 4../X10.0 JOINT A191,3X 1.0 JOINT A2■3.2X 3.6 JOINT D -3,9X 7,2+2922 6X 3,6 [ALL UEDS-..X 4 HCH -FIR: STO JOINT D2■2.6X 5.4 JOINT DI -3.25 5a4 JOINT D -1.0X1`1,09 <TOTAL PLATC SO INA 7^•0.72 NO BRACCD WEDS JTY SPLICES JT.AI■7.OX $.4 J7,A2-7.0X 5.4 JT1D2■ JT.D1M7.`oX10.0S THC MINIMUM BEARING* 3,5 1149HES: A -A1 n' 6015:(0) Al,wA2- 6015 tC) A2 -DA 501,.(C) A•i.D2■ 5705.(T). U2 1)1- 401.0 (T) Di -D-. 3763,(7) Al-D2a 275*tC) A2-112- - 2■ 1000♦(T1 A2 -D1- 464.(2) D -DSM 12044(T) Di.n. ' .... ,w ....•... rw iY.« .r. _. r rs. - iCJk^L.■3.1aM'Mw:.•...'«•.'w- ,..•.,uS'k t FOR SPAN 20 - 9" OR LESS+ MINIMUM LUMBER TOP CHORD -2X 4*DOUG FIR -LAR fli BOTTOM CHORnw2X 4rDOUG F4A-LAR �y• LAImo INT A■ ,4 5X10.0,JdINT A1M1,3X'1.0 JOINT A;)■3.2X 3.6 JOINT D -3.9X t14+292,AX 316 ALL WEDt3*2X 4 HEH-Flit STD INT D2.2.dX 5.4 JOINT 01-246)( 5.4 JOINT D 500 712 tTOTAI• PLATC SQ IN■ 525.24 NO BRACCD WEDS i SPLICES JT.Ai■4.5X .-i.4 JT.A2■4.NiX 5 ( JTaD2■ JT,Dl04 OX1414S TNF MINIMUM BEARING- 3i5 INCHES 5242)(C) Al -A.■ '5242.(C) Al` -D 43YOo(C) A, 02- 5042,tT) D2 -D1 42'n' T -D2" 239, (C} A2-D2o 927.(T) A2 -bio 422-(C) b' -DI- 1107.(T) B -D+ 1169.(7) - ` y,,,ii,,.,.ya...H:.•... ,w♦�yitul-.w.k.r i.+r.q+.,: .Y w_.:.♦...._..._ _ a . .a. ...• ! . rlil rk . wal Ur.i' i..rtlS'� r, FOR SPAN 25w'- 5' OR LCOD MINIMUK 4UMBER TOP CHORD■2k 4 DOUG'FIR-LAR /1 ■,t UG FIR-LAn 1: JOINT A■ 3.9X 910 J01P1T Ai■1.3X 1.0 JOINT Ago, 3.6 JOINT D-Gr9X 514{2B2a61( 3.6 ALL WEDSA2X 4 HEM -FIR STD JOINT D2■3,2X 3i6 JOIS4i .:01■2i6X 5.4 JOINT D-5:.OX 5.4 4:TOTAL PLATC SO 1N■ 431,64 NO BRACCD NODS l JT. SPLIrc0 JTiAlF4i"S:Y !D-4 JT.A2■4,'SX �i.4 JT.D2.4i5X1805 JT4DI-4 5X14Y4ri TI#G MINIMUM BEAhINOt 3a5 INCHES A -Alm- 4961,(C) -IHA2■ 4961,(0) 42-D► 4164i(C) Ao!12■ 4771,(T) D2-01• 40051(T) Di -D- 115101) AS 02m 225•(C) A2 D2■ 060,(7) Ai Di- 460o(t) D D1M 1043,(T) VrD- Iitl (T) fl. frwl, . a. w r.�,Yl . wr - w.w.•k M itx{ «,w w.k { ♦,• ♦ r , •...........i ♦•♦1..r i GI♦•y r1 . r,G •I a1,i i ...+ry Mry •.k•w ♦r YYf nl♦ ..i a ". r rr rwc "rrrrr rYw FOT;'SpAN 23'= 4' OR LCOS -MINIMUM LUMBER TOP CHORD -2X 4 DOUG Fin -LAR i2 BOTTOM CHORD -2X» *' DOUG »FIR -LAR 1: JOINT A■ 3.9k 9:"0'. JOINT Al-1aGiX 1♦0 JOINT 42■2i4X 3.6 JOINT 0■36_2X 5.44 "4j( 3.6 ALL '()EDaa,''X 4 NEM'FIF STD {� g1�A��tY JOINT D2■3,2X 3,6 :JOINT D1-2i6X 5.4 JOINT■D45i0X 514 4:T7i ( 3 �yT DT■ �S 2 100 NO BRACED WEDS - JT. SPLICCS JT.A1 4-51( 5.4 JT-A2-4i5X t,4 JTiD�-4,., 1 J . . 14.49 T14C MINIMUM DEARING 3i5 INCHCS 2075i(T) A-A1A' 452.^., (C) Ai -Ar■ 4522-iCf A2-ti4 3010.(0) Aw�D2- 4345.(7) D^p+ 1 t� 3I.G�r�tIT,I�Ji D■ Al D^A 20.'i. tC) A2 -112o 770, (T) A2414 363. (C) I�OxiO IfT) C kYw a. 4_a♦a•ai rwr,rw r.w -.:• wrrai,G .r. a.i.:vv rw»�»wllY_v .i �S ♦,♦.♦�.w.}uiw .r.,} i .. ._w -:L i._:i'rw THE BEST RESULTS IH TRUSS FADRI(ATION ARF OBTAINED WITH A Mftd4ANICAL JI H¢L F MINATE'S HARMFUL bTRESSEO CAUSED a •i Q fr F L,� c BY 14ANDLI d, LACKING SUCH A JIG. GRE,ATCR`CARC MUST bC XI Y. 1 D Li N�+�T.I► 7RU.,it OR LARGER CONHf CTOR PLATES SHoUL'D DE SUDS1'ITUTED. Ji D+AhANG CO. DEARS NO RFEPbN^+J�L?Y�"t C1 T 1 p 0T UNC �tf TttUttOCO. t+CR�30NG UGINO' TRUSSES ARE CAUTIONrb TO SEEK P'ROFES'SIONAL ADVICE IN R%GARD To C L TI N DRACINO`AND khMANOT' DRACINQ. ALL JOINTS MUST,; DE ACCURATELY CUT ANt4 FIT Dim NO3ON8 MUST mt VERIF'ICD: AL PLATES CENTCRED UNLESS SHOWN QTHERWISC+ PLATES ARL NINIMUM DASCU ON .STRESt:CS+ 'tAbAiCATGR MAY ZIND-t9OM .EXcftAItNCC T)lAT wp/lG JOINTS M101CT.hFGUIRC d•AL'OEk, PLATES F0 1 HANDLINOj ALI, CONTINUOUS DRACINQ 014 WCDS ANtr, CHORDS TO DC ANCIIORED AT DOTH ENDS TO A £UITAIILC SUPPORT, i (ALL 'BRACING TO DC' 0UPPLTCD BY UTIICRS.) AIL WEDS 2X4 UNI,CO5 OTIIGRUISC SPGCIFiCD, 'MUL'TISPINIE '(by J.tii ADAMS COi) $HALL DC MADE OF 20 GADe GTCCL 'ANtr PREbSCD INTO DOTit t CCG OF JOINTS. M+./ r '•r-•aTYw iGYw» a♦vkl. v4N. wG. 4Y.ia • •.as ...}. . .A».v J...,k .r >♦i!! --Y . •i•»r wii +wr_. f! +4 wrwA CENTCR VERTICAL - IS 2X 6 CHORD CIGCI<eW♦ 1 TRUSS r:OADINO w f CC1i'tER j',tRTICAI. IS 2X 0 CI(QRR STOCK I ROOF 4 WfC 1VEiiTICAL IS 2X19 '`C)IORO STOCK i t1i'i 16,00 POX 6CNTCR VERTICAL IS, 2X)2 GHORO £TOCI( I'DL- 14100 PO 4 TGTA(. boUAnf tNCHCS DOCC NOT INCLUDE r-LATCG RCOUIRCI)TO SPLICE A TRU50 I CEIl+YINO V - rbOr All DRACED WEBS USE A IX4 CONTINUOUG ORACC 1 .LL- 0,00 00 P'OR A MINIf1Ut'i ;BEARING GRr.ATCR TITAN 3 1/3' 'OUT NOT iEXCr:CDING 7'y 1 'VL- 10idd 00 ADD ONE BEARING uLOCIt i ,x INCRKAOE FOR STL-16 "prQUIRGD t; ILS ON DCAtIZING ULOCK-(MIN.DRt1i 3,5 X Gild I SpACCD,AT 24'OrC. ,.wf ...{C 5' /J j vuaLvr. ii f,... rt.,v: wxG v i Y . • e vx:+e ra. e. •Y i•i .. w rr Y 4+: v .•e v • w slT's i+r r N - i v .w.. eii... s r,-;(.. xe llri.t.i u.i,a.4 a ,u i.,rP.r ra F,r.a k ri,u . .'., X41•• Fi _, . � = � - �. " .>.� ,,.. �-.,.,,,... .. ...:.. � - „ w. ..a a. .sr w sr �. �qV9�+a�-,Yt�laG`.iAingrWin.�...aa��.a:,unrrapit?, w' •tMxd '.?41P .,»...��;�f�-r._-.,n . ....,gin . � � � � ,:.,� :.�. ..:.: �. -.v.' ,....,:�,. ,.. �...:,,�y '^`.:.�:: .Ak2t.,,Y .,..� t.�Cgcsr.,�kih�W�s'ca..i�xn �.-»��,.rr1�'+Vu,"-!ts•.tWrac�u>uw.�{._..� � 9 .... .:: :. ., ,<.. 4 � .. ,;:Ww;rou<�� e:..xa7:�..:=a:;MM:.t �.a'�rw aa�w�.a.,t�ntt'^�....�..-..,-�,+,....,..,--...�.,t�.,.+-.,,,,�4�ir;1,R'ai-:amr�.� ,iMn--J 7ru,. _..... - - �`•a �.�I.,;:�.;,a....FtA.,ua.u�R+µ.a�.-•:�e-.x,�e.�i'.,�,,.Fa'-!�'�;.rx-„�'U_�:� ,�z .,.�,. �.�. --4--M,�.. � •. .,... �'.+ �. rr+umt6kan m.m, ..x. »r-*;�?A .... . - �i .-, � � a �ry r� ++� nv _. n �A� ,� ,� y�� r / � WxJ' .. s.;�,:, is +.r �, �.as rear. .-:.. n�ar�.mrn-��. n+n .., ,.,: ..n �'. ,.. ,., �. � . _ ..{�.w.;;i�A�-r„. b�i1F `Ra'(�M'sLwu'.-'aY� ++�.�uwWerW+.nS ..,, n""Ka�.'i.' � k. r air. r'+',ai" ��M?�.i' � •! !' � .. k e t� .ri.,;.. w .�. •rp,t ... , �. ♦ � e „ -r .. i t� ...w-.•a-`dm^�i4'CY',.F.r�tt..'Ni«Fr1.1"�tti. �.fi.3�=i,`.r.St Wok' I1kAWe+rrrrR�Y`,asK>: cn�as.=«:*ro,.. ...... � .. , . � ...y,....• a„,K,,,.�.>.m--_-.. .,.,�..,. _, ... .. ..-„-. ` .., x9.. m,!l,x,�:.-Rcman+*A � �' � ... - yr -4 ysnC V_ -•Y C' S+['J"�Y. (C'a' N.u,',G:t Ka's�sr..u,-"'swF^r-S�'irr.„: _.1_n.J ..r. -a:... .... _,.-:... „� - v s. .e-� �r-isc, r --,L e .Ir 4'� ,.. r wn m.m L�n,•rt �q. a., r''n-.* r•f�� T ^' ! .. ...'. p M,R r .�ry,.. �. .. g! .. ... .. ice":. W it ✓�ti {,,,,'�n -- Mr w,rr:M�1 � .'� .mrtrv, r ., ., tJ..;.r -t,,.. ...: � cz :A�i up '•a � - � - //��"''�' [j'+�+�� yy,�rr��rr' in•`. .,�.r .w > a�h+.v�"�7,. L":ra� e n �kfWlm4 rT',aSr �RTTi.Me�'7 T!/N't� ! I �.w..�p�'i $G „'?I'..r �nMl"'a,..yrC, +uY «-w-. ••:.`t'aYs � "rM '*.at'M��yTM+�I»�a. ,JfiMN+n?!.Rrn. w,�:°"�.""n�'$ V�{Y4� I D 1 7! IL r e rill ►;j'.rWit S' I c f+. r t'ae'i •d��f` 1._,.. ru}-yM.. g.. „, ..,:.. ri e, .w..a"rkW:.uuWwm+MMY�+rw. '�^N,Fiannl'»YiHi!-Y :c,�:nld:.ir .. rk-r.^�..:.. , .-. iM :. t _.....,�-. .,. _ v . Y. x _M1s.�sue ,5�.t-+- ,��.'r :,1_. C04,0RA00 $PPiINO$, 00LORA4,10 4 r GapYR IGHT 1978 J.D. Adams Co. bears no rresponsibllit� .vr the erection of trusses. Persons o4i.og la"jsses res{; cautioned to seek professional advice in it, -pard to arp-ollon Orning, ' and permanent bracing Nailing pattern. 0Q.uble tr'ut;sr.;s ,7ot:111 be nailed together with ;tad nail; (sipt;ve(ed) bvl, lop and bot, kern charas (triple and gtladruoled matted (tom t)oth ii «.ei wi'll't 2od nails 'Ste „d'aeroclt ttslti , 1he follow- " ng formula; tangth of trusses sup'novtrJ N, d tti�sls a p�, foot I'F# 15 TI?lIk L", IG,N 1., r�0fZI"k'K L THE Ltj�sl13-Ei: t TIYF-,zS A L0N� AFL..`' T liAT �, CA /Ahl!~ C I,' F CC: i' E 14) EC SEE{ OPPOSITE PAGE FO PLATE $12FS ' AND LOCATIONS. P L. E ON BOT TOM Ck»IOR1, TOP CHORD LUMBER -r V-'( `JG kr I �.�l�w�M'R'�'d BOTTOM CHORD LUMB- ' . 00UG FI fit- t tint `ll MEMBER �� f i "y PIECE 25 OF =N:�'rt'.i.`rx:�+,...,sf-..✓d:1i: ,hz-n��--.......:.a ._. .� ,:-. ..A ,. ,lv',�..._. t: f.....x u� .v.:�_:s '.u.`:�.XatY ,..��....x�w:._ . ..»..:.,5:.v, .vr ,. � . ,. A"-4.! ry�M lfNl¢.fSI �«pati,L” 1 .c ewy=,Nr,..�' , pc.«ytw+�tir.'r �w., ,. .:r. *,.,..yo•srt:e�„ C,a (�'.. - - - - - - - - - - - s..,..�..�.�.._.......-,.,,�,--; Q . .�-.R�-; Y� ._�a. u. �. x... 'l, -.m!,,. +.. a_ --.iwv�. 1..,ws u. ,:.' . .r;#`5h '. ., .�.. �. �x✓.WrK ..i ti«f=.2'7%v'ya"'.�A9('Y•M.-. .tN'NlvA'L+Yi�"M h' C.WY .R. - N h tiµ i f+ FDI) 1 a i y� A "„y7d { mr • �«pati,L” 1 .c ewy=,Nr,..�' , pc.«ytw+�tir.'r �w., ,. .:r. *,.,..yo•srt:e�„ C,a (�'.. - - - - - - - - - - - s..,..�..�.�.._.......-,.,,�,--; Q . .�-.R�-; Y� ._�a. u. �. x... 'l, -.m!,,. +.. a_ --.iwv�. 1..,ws u. ,:.' . .r;#`5h '. ., .�.. �. �x✓.WrK ..i ti«f=.2'7%v'ya"'.�A9('Y•M.-. .tN'NlvA'L+Yi�"M h' C.WY .R. - - - - Www.- ,,IID. ADAMS COMPANY EMOINIERING COPY.RIOMT 1974 gw 4r{979 SPLICE �) CA --..1 G 9 SPLICE G - ... ,.- MK' FOR SPAN 45'- - ■ 3 OR ---_w»:. -, cu S .,X 4 yEMFIRR-RAR 12 _ r -r -PAN, ..451- - LESS � MINIMUM LUMBER 'TOP' CHORD) R LAR I2 BOTTOM Ch'IYID■2X' JOINT Am 3,9X 9. JOINT AI -2-6X 3.E JOINT D -3.2X t,4 ALL ED,WE TD 2 2% S ttOUO FI BRACED UEbrt A3 -C21 JOINT C7•I.3X I's JOINT C2.2.6X 7. ,+ THE MI NIMUII bEAftING ,3 5 INCHES JOINT SPL: FS JOINT A4"7e0X '.f.4, 10IHT R3�7nOX 5.1 JOINT ,G2 7MOX 7T7+�*T- �r--- »~FCR-QPAN--43'w 7' OR, LESS w MINIMUM LUMBER»-TDP»CHORB•2.X 6 DOUG F)RrLAR 12 I1OT'YOM CHORU■2X 4 DOUG FIR -LAR 41 ALL JOINT A■ 4l5X 7.2 JOINT Al -2.6X 3.6 JOINT 8-$ M, 3-6 WEB6.2X 4 HFM'-Fi PTP n BRACED WEDS Al?' - 5 INCHE$ yy JOINT C3'1•.3X Ife JOINT C2 -2-6X 7.2' ~w JOINT SPLICES JOINT A1.7.0% ,5,4 JOINT C3 -4.5X14.48 JO,1#T C2 7.0x14,48 THE MINIMUM-BEARIN¢- 1. - . --------- DOT,w.. -w-:.. wFOR SPAN 42''--Q'-DR�LESS»r MINIMUM LUMBER TOP CHORD -2X 6 DOUG FIR -LAA 42 B07TALLCRE85■2X 4 HEM -FIR bGTD JOJNT A• 4.5% 7,2 JOINT A1.2.6X 3.b JOINT 8.3.2% 3eb BRACED WCRS AI-C2r a JOINT C3.1.3X 1.8 JOINT C2.2.6X 7.2 , X 5,4 JOINT C3.7..0X 5.4 JOINT C2�7,OX 7.9 ThE MINIMUM $EARINO. 3.7 INCHES JOINT SPLICE6 JOINT.A1.7.0----, -.--- ------------------------ ---------- -------- --------- ------ - --------------- ------ ------ __»»------ ~-----------;-r-r-------ww�.-r r B0TT0M CHORD -2X 6 NEM=FIR 42 FDR SPAN 40'- 2' OR LEES MINIMUM LUMBER TOP CHORD■2X CHEM -FIR. �2 ALL 'WE8g.2X 4 HEM -FIR STD JOINT A• 4,5X 7.2 JOINT AI -2,0 3,6 JOINT B -3,2X 3,6 BRACED NEBN AI-C2r JOINT C301,3% 1-0 JOINT 112.2.6X 7.2 JUINT DNI,,ICES JOINT Al-7.OX. 5.4 JOINT C3.7.0X 5.4 JOINT C2■ .OX' 7.2 TNF. MINIMUM BEARIt10� Z.�+�INCNES _ _ _ T -w----.. ---FOR wSPAN- 371- 7'wOFIwLESS -r MIH114UMwLUMBER--TOP CHORD -2X 6 HEM`FIR�42»- - pQ7TALL OM CWEBS•2X 4 HEM�FIRRwBID 12 JOINT A- 301 7.2 JOINT Al -2069 3.6 JOINT D -3.2X 3.6 BRACED WEBS AI -C,21 p JOINT G3-I,3X 1'4 JOINT C2.2,SX 7,,'2 ' THE MINIMUM #EARIIG•M'^5INCHES JOINT rPLIC£S JOINT AI 7.0X 5.4 JOINT C3.4.5X 5.4 JOINT` C2-6,QX 7.2 ---------- I --r -w __�- -----w----..w..,...r..---._r....w�„r.or.,-N„+.r+ - r_--w.----...-.......r- Oh -^FOR SPAN -36'-10'-OR LESS MINIMUM LUMBER lop CHORD -2X G HCM-FIR 02 BO1TpLLCWEAS-2X 4 HEM -FIR ,:STD JOINT A- 3 -?X 7.2 JUINT Al -2.6X 3.6 JOINT 8-3,2X 3.6 BRACED WEB5 A1-C2e JOINT SPLICES JOINT C�mj.3X 1JOINTJOINT A1"7.Px 5-4 7y2JOINT C3 -4-5X _ _ r - 5,4 JOINT C7 -S. DX 7.2 THE MINIMUM BEARING- 3,5 INCHES _ ----r---.----w--r�-wwr www.-,.------- --------------- --------------- rw wli -_w ^FORwGPAN- 33, 3' -OR LE1tS-» MIHIMUM LUMBER----------- 33, -TUp CHORD -2X -4r DOUG FIR -LAR ♦1 BOTTOM CHORD -2X 4 HEM FIR -01 JOINT Am 3.9X 7.2,JQINT AI -2.6X 3.6 JOINT 8+3.2X 3.6 ALL'WEBS»2X 4 NEM FIR STD i, JOINT C3'•1.3X 1r6 JOINT C2 6x 7.2 BRACED WEDS AI -C2# ; JOINT SPLICES 'JOINT AI -4.5X' 5.4 JOINT. C3 -4.5X 5.4 JOINT' C2.5,SX 7.2 THE MINIMUM BEARINDm 3,5 INCHES -. w.M-------'r---- ---..-----.._-- - FIR FOR SPAN 32" 2' 00 LESS MINIMUM»LUMBER-wlop CHORD■2X-4 DOUG wFIR-LAR T01 BOTTOM CRESS -2X 4 HEM -FIR 1 -STD JOINT A• 4,5% 5.4, JOINT A1e2.6X 3.6 JOINT B -3.2X 3-6 ALL AKACED WEBS AS-C2r JOINT 5;3.1,3X 1.8 JOINT C2 -2.6X, 7.2 JOINT ii.PLICES JOINT'A1.4;'5X 5,4 JOINT C3.4.5X "5-4 JOINT C2.5.8X 7.2 THE MINIMUM BEARblIGw»3!5 INCHES �.w-.+.+r--...rtw-r_,w«..-., t"---r-»..-w_.t -- r FOR SPAN 301- 10 OR LESS, MININUM LUMBER »TOp-CHORD-2Xw4~DOUGwF'IR-LAR E2-w-`BOTTALLcu[ds■2X A HEM -FIR 68TD JO1N'i I;• 3.9X 5,4 JOINT Al2.6X 3:.6 JOINT D■3,.2K 3.6 BRACED WET AI-C2r JOINT C3 -1.3X 1.8 JOINT SPLICES JOINTINT At-44X•SX47.2JDINTC3-4.5X 5.4. JD)NT'C2-5,IIX 7 2 THE MINIMUM pfARIH0 �3� IF1C11E8 - --------- _ -w 'r---------.`-:..w...T�=-�,a..~ _-------------a FOR -SPAI 290-11- OR LESS MINIMUM LUMBER TOP CHOP 4 HEM~FIR BOTTAL,LCWEsS-2X 4 HEM -FIR D -2X'4 MEO-FIR +SYD JOINT Am 3.9X 5.4 JOINT AI■2.6X 3-6 JOINT 8+3-2X 3r6 /�t r7.f r �� r'� BRACED NESS AI-C7o JOINT C3 -1.3X 1.0 JOI"NT C2 -2.6X 7r2 ;2'6 JOINT SPLICES JOINT A1.4.aX S.4 JOINT C3.4 -3X 5.4 JOINT`C2+5.8K 7.2 TIiF MINIMUM BEARING 3.5 INCHES Yr -.--------_- -- _------ THE BEST RESULT&ZRiRiJSS"FA ARE OBTAINED WITH A MGCNANICgI JIG THAT- E6 -7M IfEi1 TTFiRT~1U`SKESP ED 8Y HANDLINGo' LACKING SUCH A JIG, 'GREATER CARE MUST BE EXERCISED IN HANDLING THE` TRUI,9 OR. LltRGck Cti?dlt.CT0 4USSEU r i SHOULI6!BE SUBSTITUTE -0. J.D ALpMS CO. HEARS NO,RESPGNSIBILIT* FDR THE ERECTION OF TRUE&ES. PERBONS'U5ING 7RU8SE1i OPE CAUTIONED TO SEEK PkOFESSIUNAL ADVICE IN REGARD TO ERECTIO0I.BRACING AND PEERRMANCC147 jBRACIbTHERWISEALL .DIPLA7ESNTiF SARE MPEI 1N)MUMrIbpSED ONATELI TAWFITOSTRESSES. FABRICATOR MAYDIMENSIONS TFINDVFROM EXPERIE EERIFIED. ALLTHATA6jqEE�!ID NTS,014 TT1REOUIRF. LARGER PLATES FOR HANDLING., ALL CONTINUOUS BRACING ON WEBS "AND CHORDS 70 bE ANCHORED AT BOTH ENDS TOA SUITABLE SUPPORT. ' TALL BRACING 'IO BE SUPPLIED` BY OTHERS.) ALL WEBS 2X4 UNLESS, r�'t� {11I {S,PEC,I � h ' • MULTISPIKE'''CBY J.D- ADAMS CO,.) SHALL BE MADE. OF 20 GAGE STIt HT RESSED INTQ°DO HFA EB�OF JOINTS.------ ------------ - --w»«- ---- r'--- ------ _------- ---- -- -r-- -- ^--------------------- ~------~--- -----«----, ■ e - �D 1 �� TRUSS OPWINO r ' UL LY. SPAN BY FACTORS BELOW Fort STRESSES � ,� � 4 ";or ' A -AI D2'.75CC1'A1^8 A2.S3(E) A C3� 07,991T> C3 -C2- 87.'it�(T 4L Ii.00 P&F C3-111- 4.D9CT) AI-C2-31.Al(CI C2-8. 24..SDIt)- 1 ,tL■ 14;00 PSF FOR AI,L BRACED .WEDS, 'USE A 1'94 CONTINUOUS BRACE' 1 LL- 0 00 PSF' f I DL IO IMO I X INCREASE PGF 1 CEILING F� FOR MJNIMUM DEARING'GREATER THAN: 3: i/2 BUT HOT EXCEEDING 7 ASE FOR $TL -25 ADD ONE BEARING BLOCK. 1 SPACED AT 24.0.C- REOUINCD NAILS ON BEARING ALOCK 0181-BRO. 3.91 PAGE I1 5S� S _y r 'r- r rr ., '.r _r M r _ r -_ _r__ _.. rlr.•.r r r rr rrr r r - - w -r l ,r -- --- - -r --.�.r-r.., -r-r rr 'r----. .n-_-- r - -rr +T'iww .+r.�i .. .. ...e..r ..ra r -,r r - wrr- W rr I,Dh ADAMS, Y ENOINFERIh`G COPYRIONT 1979; rxnm V��of ESS COMPAN 2` At SPLICERSPLICE a!'IJcE y r - C9�, SPLICE -, `�^-••,,,,ray '! 1 'F , L�f -ePAN---- rF Ca11,1Fa ,� +001,2 HK 'k ---------r-- _-_. M-_� _: ,----- ---- ---- F--rtr_rirrrririw-r+.ew _ryr. rh •.!.r-.+r---r-rrr..-.. i�rr--»:.- i FOR f3f?AN 450r 3' OR LESS MINIMUM LUMBLR TOP CHORD-2X b DOUG FIR--LAR 02 :BOTTOM CHORD-2X d DOUG FIR-LAR-02 r y; JOINT Ae 3,9X 9,0 JOlIll Al 2.dX 7.6, JOINT 8.3.2X 594 ALL, WCBS-2X 4 HEM-FIR STD JOINT C3-1.3X 148 JOINT C2.2.6X x92 BRACED WEBS Al-C2# w, JOINT SLICES P JOINT.A1"740X A.4, ,.JOINT C3-7.0% 3i4 JOINT ,C2 7 OX 7.2,, F 1•HE KINIMUM BEATING-,3,5 INCHE6 i 4_---w-rr---------r--------------------------------- w------i---M_.-I------M+lrw.rrr rrFOR SPAN $ - - r r.. '- 7' OR LEP,d,' MINIMUM LUNGER 70P CNOltpr2X b:D000 FIR-LAR,02 BOTTOM CHORD■29 4 DOUG FIR-LO O S JOINT A" 4.5X 7.2 JOIN! 41-2,6X 3.6 JOINT D-3,2X 3.6 ALL WEBS-2X 4 HEM-FIR S7D , JOINT C3-1.3X 10 JOIN'( CZ-244X 7,2 , BRACED WEBS AI-C2# JOINT SPLICES JOINT Al-7.OX 5.4 rJDINT'C1.4,5X14,4S JOINT C204014.49 THE MINIMUM BEARINO- 3+5 INCHES _ _ _ -rr- _ _ _ _ _ �- _ __ _ _ __ _ Li __ _ -- - 4_ FOR-SPAN- -42'- S'-OR-LESS MINIMUM LUMBER TOPCHORb-2Xr6 DOUGF:IR-LAR02BOTTOMiCHORD-2X 6rHE841 R2 > JOINT Ase 4.5X 7.2 JOINT Al-2.6X 1.4 JOINT B-3,2X 316 ALL WEB8-2X 4 HEM-FIR STD .JOINT C3-1.3X '1,6 JOINT C2.2.6X 7.2 BRACED WEBS .A1-C2i jAy" JOINT SPLICES JOINT-AI0.0% 5.4 JOINT C3-7.OX 5.4 JOINT U-7.69 7.2 THE MINIMUM DEARING■ 3.7 INCHES --------------------- ..w«..r....r«,-.------- ...�-,.�-------- __-------_t------..-........-.:....-_---.ri<..-.....r..r......... i. �.. i,i.. r..,..u--..-------» FOR SPAN 40r,2' OR Lras MINIMUM LUMBER TOP CHORD-2X 6 HEM-FIR 02 BOTTOM CHORD-2X d NEN-FIR 0 JOINT A■ 4.5X 7.2 JOINT Al 2,6X aid JOINT B-3,2X 3.6 ALL WEBS-2X 4 NEN-FIR STD JOINT C3 1.3X 11.8 JOINT-C2.' - - C20 � �2.6X '.2 BRACED WEBS AI- JOINT SPLICES JOINT A1'7.OX 5.4 JOINT G3 7.OX 5.4 JOINT C2-1,:" 7.2 THF MINIMUM BEARING- 3,5 INCHES r------r---------- - ----- --------K------- FOR -----FOR SPANY37'- 7. OR LESS MINIMUM LURVER TOP CHORD-29 6 HEM-FIR 02 BOTTOM CHORD-2X 4 DgUO FIR-•LAR 02 JOINT A• 349X. 742 JOINT A16246X 3,6 JOINT 8.3,2X 3,A ALL WFHS- X 4 HEM-FIR 97D JOINT C3-1.3X 140 JOINT C2.2.6X 7:2 RAtrit VERS Al-C2, JOINT SPLICES JOINT 614i7.OX 5.4 JOINT' C3-4,5X 5+4 JOINT C2-54X 7,2' 1Ht MINIMUM PtARIND- 3.6 100HES +r FOR SPAN 361-10' OR LESS MINIMUM LUMBER TOP CHOR012X a HF„MiF1R 02 BOTTOM CHORD-2X 4 NEM-FIR 41 JOINT A■ 3,9X 7.2 JOINT Ai•2.6X 3.6 JOINT 8.3.2X 3o6 ALL UEBS•2X 4 HEM4IR STD'' JOINT 0-1,3X 1.11 JOINT C2-2,6X 7.2 I+RACCD WEDS Al-C2t A JOINT SPIICEG JOINT A10.OX 5,4 J0114T C3-4i5X 5..4 JOINT C2.5.QX 7,2 THE MYNI_MUM fEARIHO+. 3.5 INCHES Il --- - r..Wrr- -ir --- ---r i -- «i--w ._ --r--i-.-iiiiirrr - - FOR rSPA,Nr«35'- 3' OR-LESS-wrMINIMUM~LUMBER r-TOO CHORD-2X-4-DOUG FIR-LAR» 41~rr�BOT"TOMKCNDRD-2X 4 HEM-FIR-11 - JOINY A-i 3.9X 7.2 JOINT AI-MX 3.6 +r'1INi 11-342k 3.6 ALL UEBS*2X 4 NEM-FIR STD `-_Ni_i. JOINT C� 143X 148 JOINT C2-2,6x 707 BRACtI WCBS Al 0i JOIN SPLICES JOINT Ai 4,,5X r•4 PiINT C3 4.5X 5.4 JOINT G2 5{SX 7.2 THF MINIMUM BEARING 3,5 INCHES ryFOR SPAN 321- 2' or( LESS, MINIMUM LUMBER TOP CHORD-2X 4DOUG FIk-LAR 01 BOTTOM CHORD-2X 4.HEM-FIR 02 f r.101NT An 4.5X. 5,4 JOINT Al-2,6X 316 JOINT D-3.2X 3:6 ALL I1[BS•.^X 4 HCH-FIA STA JOINT 3-C�E l.8 JDING? 2.dX .2 BkACLB WEBS Ai-Ct JINT SPLICES S JOINT AI-4.0 5.4 JOINT C3.4 5X 5.4 JOINT C2-5.6X 7.2 THE MINIMUM BEARING- 3 5 INCHES .. r� ..r-r iw,-_ru.r.. .-..:. tLrr Wu.w-irr_rr-:i.«L_-�:-_r_--rY.w rrt., .. :i...-Mi.ai rwv��, _ __ - _ ,_,» _i.,:i _ - -L'• ' 1' FOR SPAN 301 0 rrr 0- ' R LESS HIN1}1UM LUMBER TbP CHORD-2X 4 DOUG PIR-LAR 42 BOTIOM,CHORD-►X 4 HEM-FIR: 82 JOIN1 Ae 3,9X 3,4 JOINT Al-2iAk J.6 JOINT 0-3i2X 3.6 ALL WEBS-2X 4 HEMr IR STD JOINT 0"i0X i,B JOINT d2-214k V+2 VkACEG WEBS AIrOs _ --r_r Q r�%83+4r'S?(-'Sr1-•--�1tl1NiiiG2y5t6Yr,2=---Ta1H4ININIi14-BtaR3NA" INCHES JOINT SPLICES J 1}LT.,.Alri4-,-Slf--R,�-w�-tlpTN } j JOINT APAN349Xi5i4,JO1NTEAlK2:dXN3MdKJ03NTEB■3+�2Xi�NdR rir� - ri:ia -- iirii ir,.r --r- _} I ALL WCBSM2X 4 HEM FIR STD b■2 4 HEi-FIR" •1 BGTTOM` CHORD■2X A)#EM FIR 02 t JnIHT 5P-t[ ra 'r r_ - ��c-Z"2 ... -2► JOINT C3 1,31' lob JOINT C2■2 6X 71',2 BRACED WEJSS Al-C .�_._L-_r_�.JOIIf. 4 5X �i4 JOINT C3 4.5X S.4 iOI1tT. C. , THE MINIMUM 1+EARIHO 3+3 IN ,.-,...«.w«rrr..-.. �.------- ---- - r�rrrr--•*-'--_,.�,. THE BEST. RESULTS IN TRUSS FABRICAT;IGN ARE OBTAINED WITH A HtCHANI4`AL J10 THAT EL:IMNATES HARMFUL STOtSBES CAUSED i gY HANBLING, LACKING SUCH A JIGi OkEATER CARE 'MUST BE EXtAtISED IN MANDLIN' - TRUSS OR LARGER CONNECTOR. PLATES NE ERECTION pF TRUSSED+ PEksbks USING TRUSSES ARE UGAUTIONUDSTOTSEEK�PROFESSIONALCADV�ICERINNREGARDOTOILRECINNOBRAC2NO AND PERIIANCNT BRACING. ALL JOINTS'MUST BE ACCU[tATELY GUT ANI' FIT. bIMENS70NS NLISY BE U[RIFIEDi ALL .'twaTES CENTERED UNLESS SHOWN=OTHERUISE: PLATLS ARE MINIMUM BA9ED ON STRESSEBi. FABRICATOR MAY FIND Foo CXPERIERCE T NE,.�pIf♦T$ T-REQllkF. LARGER PLATER FOR HANDLINOi 'ALL CONTINUOUt 2?RACINO ON 'WEBS AND CHORDS TO lieANC HI ij l9EV14 119vi SUITABLE SUPPORT. , TALL TISPI'TI Tq BE SUPPLIED BY OTHERS:) ALL WEBS 2X4 UNLESS OTH R ISE BPECIF,IEDi + prof + % } ,,. ' MULTISPIkF ' (BY Jib, ADAMS CO.) SHALL AE MADE OF '20 GAOE S E L t,1! �F'k1 S F.It�"1�l�I�fydzD(jT4I1` t"l1�ES bF JOINTS. rr.1.,49EmaH.. «k•1«.Z..i.k,'4..r-r - _ r„. r rrr- d MULTIPLY SPAN BY FACTORS BELOW FOR STRESSE4 r 1 Ilou LOABING ■ E ■ 901 I) G3'-1dib0Pp2 7 4'iT) + 1 LL 4 ROOT` s A-A1 92+751C) A3=B■ 62153( ) A-CSM. 87. M GF`, ' C3� A1■ 4,89(71 Al"c2w 31:41 0) C7 B a!I.i4SIT) 1 BLM I41d0 PSE' 1 CEILING FOR ALL JRACED NCBSW USE A IX4 GONTINUOUS,BRAGCc 1 LL■ '0ttl0 Pit +` s , ,• ■ ... FOR P MINIMUM BEARINl3 GREAYER THAN 3 1/2 :PUT Hifi E%GEEDIHG y 1 bLM 10100 PSF ADD ONE Ci+:ARIN(i aLGcit i z INCREASE FOR: s7l-26, RLOUIhEA'NAILS UN BEARING BLOCK (NINiBRGi-.3.5)X 3491 1 BPACEA AT 34,.d..C• rii4rii.rrty:. � .. �--rr r:r--:.-iri-S.iri.rrri, rrrriirr i.r ri�iiiirri: r,i1.-y rrr4+:-rri.il}ri } .may rwi.-iru rrrr rw4 rrrr�i L+. i.w 4?' - 3-'- 'e`-y,., ,fit's y Ana : �4'a4�, � ..r �K*„ r+` u.i�,t."Pk.•x� n'"` „`.,�r{.i�.+.7+ .i�u. �u-.�..+_:.1 �1'"'k' Gi,"'"'"`';�a(kr.`np""'fi4'".u' ;"k*"i•'--'r-�..: `' _� o . �- ., �:, d.,,._A, .,.. .:_ , ..,,,n«. ., , ... w.w...�.n...w,..:,,�,«�x«+.,�....a+,r.c.w>�"'a,+�:�a�wyaxr�.•.-�,waE,:�rr..,.,xw.�+i�>s+aea ♦ a i �/ • 54 v Aj r► rw.w M.w wnr !` T .. wrrw M .. �..'...w n,.• rlr-w}. r,,. A ►.,ww rwwwr., rww.- -r+r:» 9 ww-r r-►rw wrrr „ r ww rr'r w- - ' `f' ,rwrr� ,wwr.�ww►rrw.i-r rrrwrwww»,;mow .I r J D. ADAMS COMPANYENGINEERINGCOPYRIGHT 2979 3- 4-1979 ICE C3 SPL x Ai A f snLlcE AlAr �x 1 � F ua----•1( �,� r 1'14«., , `it t - .,. - »r _ . w-�..-« _---,.---.---------------- w -r:.----- ..,+w...r-�w».. ,..r.,-»..r«r�w .-..�x-r---,.w-:...r..,... w,r..r.,..w � ':•.,r.r...»n-w-w»..r ,.rw--.•+- - -'-DOUG FIR -LAR 02 BOT70M CHORD -2X 6 DOUG FIR-LiiR l2. ? - FOR SPAN w 45r- 3'rOR LESS MINIMUM LUMBER TOPCHORD 2Xrd ALL 'WEBS -2% A HEN. -FIR CTD „ JOINT h- 3.4X 4.0 JOI,WT A2■24X 3,¢ JOINT 11-3,2XS,4 BRACED WEBS AI -C2► JQ1NT C341,3X 1�8 JOINT C2 -,2.6X 7.2' w 4 ,JOINT C2-7iOX 742, . THE MINIMUM PeA(iZNG' 3 5 INCHES ., -JGINr sPL7CE5 JOINT fit■7,OX 5,4. -JOINT c3 7.oX 5, -- wrr-- w-_-rw _ »-_--------- -a ..t,...wrr,.---Mw...f!wl,w-..4r.�___--r_.r _w.«n.e-,,.-rrr,.'r •• --- ~-- ,_ • 2 4X 3..6 JOTNTEp•3.,X 3,6r'R�rrw.r.- 02 »-BOTTOM CHORD -2X «1 -DOUG FIR -LAR !1- _ FOR SPP.'i 43 7 OR LESS KIN 3J7UM LUMBER -rTOP CHORD .X b DOUG FIf(-LAR ALL 0EBS-2X 4 HEM -FIR STA JOINT A- 4,SX 7.2 JOINT A1- , 2. BRACEV WEDS A) -C2► '! f JOINT C3 -1,3X 1.8 JOINT C2■2.6X 7,2,. ' THE MINIMUM BEARING- 3,5 INCNE6 ,F JOINT SPLICES JOINT AS-7,QX, 594 JOINT 0-4,5X14.4S JOINT- CZ 7«OXI4'45�r�rr~-_r-�__r--wrr-.r---ww ►-_r-.n C FGR»SPANr .42'--8+ OR LESS- MINII7UM LUMBER TOP CHOgDw2X+F6W:D0UG Flit -LAR OZ 4 AOTTA4MLCUEBS■^.X 4 HEM -FIR ISTS i.{ JOINT A- 4.5% 7.2 JOINT A)•2 6X 3,6 JOINT B<3,29. 3.6 T' BRACED WEBS Al C2• I. JOINT 031,3% 1.8 JOINT C2 -2#6X 7,2 'r JOIN( SPLICES JOINT Al -7, OX 5.4 JOINT C3 -710X 5,4 JOINT CZ -7.0X 7.Z HE MINIMUMrA[ARING-r3«?-INCHEsr�n j t r. --^--------r--- wrFOR-SPAN 40'� 2' DR LEtSr-rI}INIMJM-LUMBER 70P CHORD■2X 6rHEM-FIR ---------------------------6017,06 CHAL I ORD -2X 4 HEM^FIR O.STD , JOINT A- 4.5X 7 2 JOINT Al■2.6X 3,6 JOINT A•3,2X 3,6 BRACED NESS Al -C2* i 7 JOINT C3-1.3X>Iw$ JOINT C2 -2,6X 7.2 { JOINT SPLICES JOINT Al -7 -OX 3.4 JOINT'.C3.7.OX S 4 JOIN.! 7,2 THF. MINIMUM BGARINOR 3.3 INCHE5-y ~'FOk SPAN 37 7-ORrLESS rMINIMUM LUMBER--Twwr. - -r M-wr»BALLWEBS■Z t HEM -FIR LAR ------- ---------------- -------- !2w J-----------r-r,.------- r_..►__ ,- FIR 02 B07TALL WED UEDS 4 HEM- FIR- . � wr _r -.-w - ■r }, ' • ';STD �u ---. OF' FHDRD■ZX b .HEN 4 ' JOINT A• 3.9X 7.2 JOINT Al -2.6X 3,6 JOINT B■3,2X 3.6 JOINT C3R1.3X 1,0 JOINT C2 -2,6X 7.2 JOINT SPLICES JOINT AI.7.0X'' 5.4 QIH7 C3 4,5X S JOINT C2-J.SX 7.Z THE MINIMUM BEARING• 3.5 INCHES i _ --- ---- -- -�_ -- --------- -- - w w , -N----- -----------rr» ---- _ --»»_ -»w-r _. r _ - _. _ - ° , FOR SPAN 36'-10' OR LESS MINIMUM LUMBER TAP GNORD-2X 6 HEM -FIR !2 B0�7ALLCWEBS-2X 4 HEM -FIR p$TD : �{ JOINT Ar 3�9X 7.2 JOINT AI•2sAX 3.6 JOINT B■3,2X 3.6 BRACED HebS Al -M r JOINT C3 -1!3X 1,8 JOINT C2 -2.6X 7.2 - C2 S. BX 7.2 THE MINIMUM BEARING. 3.5 INCHES s JOINT SPLICES JOINT Al-7,oX S_4 JOINT'C3 C3 -4.5X --JOINT --_- y- _r_ _ -------------------------- ------ -------- - - w--SPAN-r33�-y3' OR LESS- MINIMUM-LUMDER-^TOP CHORD■2X 4^DOUG'FIR LAR 41- -00170M CHORD - FOR 2X4HEM-F1RrlSTO - N - 2X 3.6 ;JOINT A- JOINT C3 -I 33XX7782JOOINTINT C2l2J6Y. 7..6 JOINT A 3. BRACED WCOS Al -C2• JOINT SPLICES JOINT ;A1-4.0 544 JOINT C3 4 3X 3.4 JOINT_C2.5r.OX 7..2_.__-_-_THF.-MINIMUM�aEAR2NGr 3,3 INCHES •• 6X 32 r w .-......-__ «_..---_---m------w-t..-»_n-w-•---_�_w-_ J FOR SPAN 32"- 2' OR LLSS MINIMUM LUMBER TOP CHORD -2X 4 DOUG FIR -LAR 01 60TTOM'CHGRD-2X 4 NEM~FIR'' 2 n ,1 r 2 STD JOINT A- 4.5X 5,4 JOINT A1 -2,6X 3.6 JOINT B-3.2% 3.b ALL WEBS -.X 4 HEM -FIR JOINT C3 -1.3X, -1.3X`1.8 JOINT C2 -..6X 7!'2 w BRACED WOES Al -CZ. 1 " SPLICES 'JOINT Al -4.5X 5.A JOINT' C3 -4.5X 5.4 : JOINT C2 S.,Sk 7.2 THE MINIMUM BEARING 3,3 INCHES ?"t • fj ~3 6 JOINT A 3.2X 3,6 r-------: ---------------- OUG.f .- •-r-__-_-n _rr-_»___r 1R -LAR !2 BOTTOM CHORD -2X 4 HEM -FIR '!2 • -' -- ALL WEBS -2X 4 HEM -FIR 8TD 1 FOR SPAN 30- 1 OR LESS MINIMUM LUMBER TOP CHORD -2X 4 D i { H SPLICES 5,4 JOINT Aw 2.6X JOINT C3.1.3X 'IJOINT1A1 4?SX�Sx47.2J0INT C3 -4.5X BRACED WEBS ASrC2� ! JOIN A 3.9X - X 5.4: JOINT CZ■S.SX 7.2 THE MINIMUM FEARING. 3.3 INCNEB-r-- 1 JO:0'l SPAN '2?' Il' ;OR LESS. MINI MUM OINTEA■3T2X 3H`fiD■2X 4 HEM -FIR !l BOTTALL OM CUE88 2X 4 HEM -FIR' HORD-2X 4 "EM -FIR ,2 y A• 3.9% 5.4 JOINT Al 2.bX 3.6 J _ BRACED WEBS A.I-C2# 8TD C3 -1.3X 3.8 JOINT C2M2.6X 7r2 "INE MINIMUM DEARINO■ 3.5 INCH y SPLICES JOINT Al -4,5X 5„A JOIN ■�•' X`�'"�"--- _ _,, ----w "ate__--_- _w_. -_- ----------- . - - __-_....r..- Tk`•" THE BESTS RENO S ?N TRUSS FApRICAT'OH ARE OBTAINED WITH A MECHANICAL JIG THAT ELIMINATES HARMFUL STRESSES CAUSED: BY HANDLING. LACKYNQ SUCH w JI:Gr 0RF7+TER CARE MUST BE EXERCISED IN HANDLING THE 7RU59 OR LARGER '_"NNFCTOR PLATES SHOULD BE SUIJSTITUTIED. J.D.ADAMP CO. BEARS NO RESPONSIBILITY FOR THE ERF.C116N Or TRUSSES- PEkSONS USING 'TRUSSES � ARE CAUTIONED TO SEEK PROFESSION ADVICE IN REGARD TO ERECTION BRACING AND PERMANENT AkACIOT ALL JOINTS MUST ( AE ACCUF<ATELY CUT AND FIT. AIMENSIONS MUST BE VERIFIED, ALL PLATES CENTERED UNLESS SHOWN OTHERWISE. PLATES ARE ALL CONTINUOUS BRACING ON WEBS AND CHORDS TO BE ANCHOF(ED AT BOTH ENDS TO A'BUITABLE EUPPORTEtARGER PLATES FOR y} MIN2MUM' RASED ON STRESSES. FABRICATOR MAY FIND FROM EXPERIENCC THAT SOME JOINTS MIDNT kEOUI NANDLINO. a' (ALL MULTISPIKF (BYEJ L1iPLIED ADAMSBY OTHERS-) COO SHALL BELMADEBOF220 dAGESSTEELCANUSPRFSSEDF3NT0 BOTH FACE6 OF JOINTS. -- - - - - - - ---- --r -------------- - .w_---- -__--- ---- -r--- ---------~-_-_-_--_-...--- - -r-MULTIPLY SPANS' FACTORS BELOW FOR STRESSES:1 TRUS6 LOADING ROOF A -A1■ V2.75(C) AI -B 62.53(G) A -C3- 87.99(7) C.3 -C2- 87.99(T,) 1 LL 16.,00 PSF 1 O3 -A1- 4.89(71 Al -C2■ 31.63 (C) C2-8. 24,88(7) I DL- 14.06 PSF 1 CEILING M t FOR ALL BRACED WEBSO USE A,iX4 CONTINUOUS BRACE 1 LL■ 0+00 FSF FOR A MINIMUM',BEAI�ING GREATER THAN 3 1/2• BUT NOT EXCEEDING 7' 1 :DL• 10,00 FX INCREASE SF ADD EQU/REDAHAILSGDBLOCK SEARINO 8 I SPACED AT 24.0-CTLr25 R LOCK-(MIN00rt0. 5)X- 3 91 1 - 11 --- -- I . �. un CODE J.Dt ARAMC GOMt'AHY CNGINCEk1NG COPYRIGHT' IV71 0 •36•-1979 SPLICE ✓��w.0 DI ' 9 ?,. Liar— 'F 1. ' SPAN �if _.------12-OVER`-2j00/1d A PHf T2 FOR CPAN 35'- 7' OR LCSG MINIMUM LUMBER TOP CHORD -2X 6 DOUG FIR -LAR 17 se.BOTTOM GHORb-2X,6 DOUG FIR -LAR 41 I' n. JOINT A-.e3.2X 7.2 JOINT Al-I.3X 1;8 JOINT 11-i 7.2{2,23.2X .746 ALL WEBS -:X 4 HEM -FIR STUD JOINT bl 4,JX v.4 JOIN Y L>' T 0-70X y.4 . CTDTAL PLATC SO IN- 460,7'1 NO BRACCD WEDS JOINT SPI.ICCC JOINT Aj.E k 1 7 Ok-S 4 JOINT bL 9,0X1.4-46 Tf1C MINIMUM DCARING- 3 5 INCHES C �7i r A -A1■ 62^3 (C) Al B- 62234(C) A-01- 5TOJt (T) D1 -D- 4376.(T) Al -Dim A60#10 B -Di- 11313.(T) D -D- 2592. (T) 1 + FORysrAN +3V� 6' OR LESS y*MINIMUM LUMBER TOP CHORb-2X'.6 DOUG FI;F .,Art 02e $OTTOM+CHORD•2X 6xDOU'U'FIR-LAR-41 J610 )OI.:T A- 4.«+X10.0 JOINT Al-i,3X 140 JOINT 8-3.9X 7t2t2B,'t..dX 3.6 ALL 'WEBS -2X A HCMvFltt 'STUD f k JOINT ,4 JOINT D•7.OX 5,4 tTOTAI. PLATC 110 "Ih� 4J7i21,s ND URAGCD WEDS C JOINT SPLICES JOINT Al-I#OX 544 JOINT D1-7,004+4£ THE MINI:MUIt DCARING•-3.5 INCHES A*Ai- 56'.i;.tCi Al -UK ,`�.W .-(C) A -I11- 5422tM DI -D- 3797 (f) AI DI (14.(C) P-01- 14,104(7) H D 1452,(7) i � : _« r • • • _rrw. 4. r w .. rr"4.,.i- r....l, •• »♦ ._.., „_-. ir-+. S s •,v r. •,Y• w T. { w1.,• a ♦.., a. ♦», • ,»r. ,nr_h rr _r i� ~,PDR SPAN32"- w' ,Of?� )„C55 - MINIMUM LUMBER -TOP CHORD -2X d DOUG yFlh 1 (tf,` ' r. ,BOTTOM CHORD -2X 6 DOUG FIR -LAR -42 JOINT A- 4,!;iI0-8 JOIN't Al■ .3X i,U JOINT b -3,9X 7.2+202* 6X 3,6 ALL UED$h:X 4 HEMwFIk STUD JO]III 01-i 5.4 JOINT 0-7.'OX 5.A 00TAL PLATC GO -I):- 4':PZ,40 NO DRACCD WCB5 r JOINT SPLICES ,JOINT AS -7.0X 5,4 JOINT DI -9,0X14 -4:i «► Tl(1` MI):,MUN $1 NCHE5 iy4 A -AI- 56'''2.(C) Al D- 5622.(G) A•Dl 5407 (T) I)1 D 3907 (1) Al -D1- Al'.tC) B -Dir 160540) $ Wk 1440:(7) ' j r . +. +... ...s.r ... r _. ...«.: ... �..� .__r-,_ _r . t n ,..4,._ _..�.r,. » : ...> . r., r•..,.._•- r .. , a . rn_. �.. » ,.t- ar„a.±.r-.._4:.: a'S FOR SPANMINIMUM LUMDER TOP C14ORD-2k 6 DOUG FIR LAR 12 BOTTOM CHORD -2X A DOUG FIR LAR 41 �^ .. -' - - 'STUD JOINT A A,5k10.0 JOINT Al , i.3X 1.8 joint B -3.9X 7.2'1.03.2k 1.b BALL UEBS .' X q HENµFIR f JOINT D1 3.7X 524 JOINT D-7, OX14,AS .(,TOTAL PLATE SO IN- 91.04 NO DRACED WEBS JOINT S=6I 411 JOINT -Ai -4 6. .r.4 J� � a 1r D 36bOrL7i�1J (1+- 4 TH( HIHIHUM DCAfl1l1G- '3.-i INCHES r A -A1- 5,�.-iue (C). Al^•D 5.t.S6. (.C) A -'Dl 5151 ^- - tC) 1. 'B -D1- 1668.(T) B -D -t 1339, (T). {i r.FGfi�"SPrr+ 27' E' DR LESS MINIMUM LUMBER TDP CHORQ'-hk d I)QUGnFI:R LAkYi7 BOTTOM CHORD■2.X.4 DOUG *,plAk,01 JOINT A-: '.7X 9.0 JOINT Al -I 3X 1.'8 JOINT B -3.9k 7.242gZ-bX 30d -TALL WE$S- k 4 Hfs►1-FIR 5`U, »' JOINT ,D1'r3.7k 524 JOINT bR7,0914:AG <T(7TA1. PLATC' SO IN 5»7.20 ' NO HPACED WCPS V, JOINY ,S('LICCS .101 NT Ai -4, 5k 5iA JOINT D1l.7.0k1O.0O THE NiN1MUM ItDAR1)1GA '3.5 INCHtS P� A -AI■ 4Q13, tC) Ai -B4 4913': (C A xDl- 47.5. (T) DID- 7337At (T) At -till- 372, t4`) D-bi- 1513, (`t) $_D,123'34 (T) qq ♦.._r.r . i •H.. t . , ... Irrr �...t,. .., x vi1 4 ..e-.4 t- . ..... :. . . . -.. Anr. t r ,r.-. ..}i IY ».,,N .,... . ..., « -w DC\r5t`AN""'.J 4' OR LES! MINIMUM LUMBER Ofr CHOfi0r2X 6 pOUG FIR-LF�R�'� "`"� BD2713){"C}IDh'iF�:X"3-PDITG"P1h4-LAR �.^;' > . JOINT' Di.t -I T B -3.9X 5"457.0, .6X 1.6 ALL WEDS -2X 4 HEM -•PIR STD { ..,.X 5.4 JOINT D-$, X 5.4 <TU_TAL PLATE,: Ot: 'TN- ' r JOINT A 3. FX 9.0 JOINT Al I.3X 1.9 JOIN ..Ll.Of! NO DRACEG UEh., JOINT GPLICCS JOINT AS 4 Sk 5.4 JOINT Ci -7.0X)4. 4S 71tr MINIMUM btAk1NG- 3,5 INCHED A --A1- 44704(C) Al -Viii 4470.(C) A -D1- 4249.(T) 'D1 -D- 3009t(T) Al b,l- '37,tC) 8 D1- ,1358 tT) $-h- 11:84M , - FOR SPAN 24'- I' On LGSE" MINIMUM LUMBERirTOP CHbkbi. X,4.DOUG µFIA -LAR' #I -r BOTTOM CHORD -2X 4 DOUG rlP-LAkr 2 ` J0INT A- 3.2X 9t0 JOINT Al -1.3X, 1.8 JOINT' $-3ioVX 5.44202,6% 3,6 ALL WEBS42X 4 NEM -FIR STD JOINT D1�3-2X 5.4 JOINT D-ZiOX 5.4 (TGTA1, PLATE 50 1N- 335,00 NO DRACCD WEDS JOINT SPLICES JOINT AI -4,5k 3.6 JOINT DI.7.OkI4t4S Tor MINIMUM bCAPING■ 3.5 INCHES A -Al- 4.^.-33.(C) Al -b- 4233.(C) A-DIii 4071.(7) Dl -b- 9277.6 -(IT) Al -Ell- ZlC+(C) D D1- 1�'i764tT1 B -11-i 107ii(T) t ............. .. .... .. t' ..,... .... i s»».t . rr r: r�t._a.«..,. -.: ... ,.t. .,.a. .. ..tr .� . ., • ..-r,+._ rhr+ FOR -SPAN "1'- 5' OR LC^,"J MINIMUM LUMf1ER TOP CHORD■'2k 4'DOUG Pik -LAA 42 BOTTOM •CHORDmi4�DOUG. aFIR•"LAR 02 t JOINT A 3.9X 742 JOINT Ai-:(t3X 1.P, JOINT 0-3.7X 5t4+2()2.6% 3,6 ALL WEDS -2X A NEM -FIR STD .lO-JHT U1�:.G5 Si4 JOINT f1-51''23)( .i,4 CT,OTAI. PLATC SO 114 312,.40 NO BRAGL'll UCBS r �' - M _ r..�.. - - `, 540o(T) AI-DIii' 270.(C).'p-D1• - ti - - JOINT SCLICC JOINT A -1-4.161X 3,6 JOINT bi- 7,OXI4.4G TNt MINIMUM DEAf41NG ,.,J INCH"S A -Al 37 7,tC) Al D 37.7,-(C) A -Dim 3JD4t(1) Di D til ,THE VEST,yRCSULTSaIN TRUSS FAbRICAT1ON Ake bbTAINto WITIt+AtPircpANICAL JIGTHAT ELIMINATES ♦r 4 •tr.,t rr-r r _, ' � HARMFUL 5TfiCS5E5 CAUSED HANTILING. L-ACKINO SUCH A JIGt bRrATCR; CARE, MU"T bE' EXFRCI:SCG+ IN 11ANOLING THE TRUSS 0i: LARGER CONNECTOR PLATtS' sHbULt. UC SUBSTITUTED. J.D4i4DAHa GO, LICA►:O NO RfS,rONSI01LITT tbO. THE CRCCTIDN OF TRUSSES, hCRODN5 UDiNO 'i!'tUS5E5' AFC CAUTION, TO SEEK P#orESSibNAL ADVICE IN ItF.GARII TO ERECTION b((ACIRO AN PERMANENT RACING, At.f. �OINTG ,MUST ( DE ARGUkATELY CUT AND FIT- DINCNGI0N5 MUST 'bC VER1FIEb- AI4L PLATES CENTEI2Eb UNLESS 5fIbWN bTItfRWISC PI ATCS ARE e MINI' MM LtASED ON 5TRESj 'Sj FABRICATOR MAY FIND FROM CkPCRICNCC Tf(g7 DOME JOINTS MIOM OFOUIRfi LANGEit PLATES FOR ,H o S '2X4 UNLCO., 07ftEhW1OC SICClI"ICp: ORT. } ANULING4 ALL CONTINUJUO ORACINO ON WEDS AND CHORDG TO bC ANCHORED AT D0T11 CND To A l3U1TAD!X u�UPP BALL 1`,JtPING 6( 0E iI)i LIEDtpG bTHrR6-) ALL bt'OF 26 RAGE Sl CL ANh rkrSGCb INTO DOTH EACCS bF J03NTG4 MULT,SPIkE (BY J.Dr ADAMJ C04) JlIAIL BC MAhC 4. CCNTCFt VLRTICP(F IC,{2X 6 CiiORb SJOCM! 1 TRUGO LOADING -:: PCN 4(1»RTItiAL 1G r;k, G CNORI) OTOCK 1 FOOT I',F ENTCP V01t4m 10 2XIO C)tORp STOCk I Lir SF 1 , X 'cW4.R V•E((. 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Jr« FPR CrAN 35'--ti'7' OR LC£0 MINIMUM LUM'DCR TO GNORD-:X b DOUG FIR -44R 1;1 BOTTOM CHORD -21X A DOUG FIR -LAR 01 JOINT A•,e3._X 7,2 JOINT A! -i_ ,3X 1.0 ,JOINT %`3.9% 7.2f2R3.2X 3,6 ALL WEBS•«X 4 HEM -FIR STUD O IN T 1)1-Atw6X �JOINOTIAI.7.OXOX 5.4 (TOTAL PLATC a0 IN• 460,72 NO DRACCD WCDS " ^* r .v,,4 .JOINT DI'r9,OX14.4S JOINT THE M)NIMUM DCARINO. 3,;r Ir4CHES # e .6t■ 6223, tC) Al •I)- 6223, (C) A-01- 5405, (T) 72;1-D• 4176, (,T)A# ^D1- 460,M), ' [+-D1- 1013- (T') D -D+ 1592, (T) aNe,r'„.:.-.:...r:, .,+e ..#,....+,+„w.w rYwa #+i h'.,#.r rrr. v. *,+,•,. s.ar�t^w'9rw4#w♦Tww :,r,•R . n-..„r..,,.+•ar„-, , o' FOR SI 1-4 32*_ 6' OR LESS MINIMUM LUMBER TOP CHORD -2X. 6 DOUG FIRr44R 02 e .. rnr»Nr e,wi. VOTTOM CHORD -2X b DOUG'FIR.4ARi #i, JOINT A• +•.5X34.0 JOINT Al -193X 1,0 JOINT D -3,9X 7t2f2Q2i4X a,,6 I AIL WCBS•:X 4,HCM"FIR $10 JOINT D1 -211X *o 4 JOINT D-7,OX 5.4 (TOTAF. P4ATr DO IN- .457.20 NO DRACCD WEDS' JOINT .r.F'IJC!„S JOINT Al.7.OX `+.4 JOINT D1094X34,4S THE MINIMUM DC'ARING• 3•!, INCHCS: A, -:AI.• 5637.(0) AI -D• 5x37 0C) A-111-:42..(7) D3 D- ”.?97-t'r1 AS LII• 41.4. (C) .. t'+ ..�.. ... r•.rr:.,.,., w.,.i,r 'F D]• 1biO•(1) BrD•'' 1482.(T) .. .., .•..c,:,,—..^..#,wwr.=r,.-•.xx..�""..,� -.. �,.«.,..Y....rs„..<.., ....r ... ,.. w.;.g.,.,.,.- as r_Y., FOR £F`AN 32'•- 5' OR LCSS' MINIMUM LUMBER TOP CHOROr«X 6 DPUO FIR -LAR 11:2 BOTTOM CHOMP -2h 6 DOUG FIR -LAR 4 JOINT A• 4.5X10-0 JOINT AI -!1,3X 1.8 JOINT' D•3.9X 7,2f2(2.6X 3t6 ALL WEPS•2X 4 HEM -FIR STUD I JOINT Ili -3.9X 5.4 JOINT D -74X 5,4 iT(ITAL PLAT.0 GO IN- 45?„0 NO DRACCI) WCU9 JOINT SPLICES JOINT 0-7,01 5,4 401147 D1%9.OX14,4U illi MINIMUn BEAF:ING- 3,5 IJICNES A -A1 5622,(C) AI,D• 5622a(CI A^111+ r407,(T) 11 Dr 3907,(7} A) -D1- 411,(C) -. r#s,^♦ A.k # t k ♦ ..r, r # x P.01- 16,05.(7) 0-11- _14401(T) #..r 1. a , ..> a.,s, rw�', w r r.. .r♦ .aw.:-+n !w -I1 R a Yw.w r,w,#..•r r t r•, w . .l;#. • w e w at ♦ .,ter w,.^ww� ww . 4 •.. x. 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PLATE SO IN• 527-20 40 BRACED p JOINT brucEs, ,JOINT Al•4 :5X '5.4 JOINT Ul-7.OXIAr00 THE MINIMUM HEARING( w 5 INCHES d A,Al 4913i(C) AJ -b- 4923,(0) A°D1• 472.6.(T) Dlrtf* Z374,(T`} A1wD'1- 372.(C) B -D1- 1°v13+(Y) P -D* 12131(T1 K wTOPyCHORD•2X e12 ' FOR_VAN :.+r'^ 4Y OR LCSS KINIMUM LUMPCR -i vOU0 FIR-LAR UbTTOM CHORPOPX 4 DOUG FIR -LAR IV ( JOINT A• 3 -TX ?,0 J01147 Al■1,3% 1♦G JOINT 8=3.9X 5..4f2O..6X '1,6 ALL WCBS-:X 4 HCn-FIR sill JOINT 111-3.2X $.4 JOINT D-5,:0% 5-4 NOTA(^ P ^ .'('r: SC 1N- 361,-00 NO DkACC) uELG JOINT GrL:IGES JOINT Al -4+5X 5.4 JOINT D):-7.OX14.4S THE nlHlnUM UEA(LINO. 3.5 rIHCHES .A-AIm 4470. (C) 'AIrD-_ ' 4470 -AC) A -Q1• 42?9, (T) DI-tD* 300?,. ' ) Ai -D'1- M37, tCJ (1-D)• 1350, (1) D -D- 1120. (7 ) FOR £PAN 24'- 1' OR LCEZ MINIMUM LUMBER TOP CHORD -2X 4 1OUG FIR -LAR 41 90TTOM♦C11ORD-2X 4 DOUG FIR -LAA 12 JOINT A” 3,2X.9,0 JOINT A1•).3X 1.0 JOINT B -3.9X 5.4t20'n#6X Z,S ALL WEBS -2X 4 HtM4 IR TD JOINT D1•'3,2X 5.4 JOIN( D-S,OX 5.4 {TOTAI. 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LATHE NEST RCSULT.S IN TRUSS FABRICATION ARF ,ODTAINFD WIT(- A MCCI(AHItAL JIC THAT ELIMINATES HARMFUL SIR ESS, ES -6 D BY HANJILINu- LACKING SUCK A JIG, Gkr:0CR CARO MUST DC EXFRCISCL' IN'HANRLING THC 'TRUSS OR LARGER CONNGC7OR PLATES SHOULD i1E SUDSTITUIE11. J,tA.ARAMG CO, RCARG NO RCSrONO1DILITY FOf: TNC CRCCTION OF TRUSSED, PERSONS UOING IRU95ES F A:".w 4AUT'joH--p TO sccN FROrESC,I001. ADVICE IN RF.OARR TO ERCCTI,ON Dr(AC1NG AND PERMANENT BRACINO, AII, JOINTS MUST BE ACCURATELY CUT AND F11r DIMCNG'I:ONS MUST DC VERIFIED. AI.L PLATE, CCNTERED UNLESS 511OWk OTIICRWISL. PLATES ARE V MINIMUM DASED 014 STRES.r.CS- FARRICAIOR MAY FIND FROM EXPCRICNCC THAT DOME JOINTS MIGHT RFPU;Rr LANGER PLATES FOR }, H'ANDLING, ALL CONTINUOUS DPACING 'JN WEDS, AND CIIORDG TO DC PNCHORri) AT ROTI( ENDO TO A £UI7ARLE SUPPORT. Ir r (ALL BKACING T0, DE 5Ui'F'LIED `DY 07►irn.) ALL WEDS 2X4 UHLCSS Oti(CT(W)'GE SrEGIFICD. r • MULTISPIKE '(BY J,D. 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AnAM..^ COMPANY CNGI, �•3o-)v79 3NA.L PUCE A Di+ w, f,sCAAf r.SPAN Tr �, t l 4,00/12 OVER 2.'00/12 4 PHI, T2 ,.+,,..«..i..__....Y........»_ I i"OR SPAN 31'' 7' OR LCrS MINIMUM LUMdE(t TDP CHORD-2X 6 DOUG F1ft-LAR 01' DDT10M CHORD-2X 6 DOUG' FIA-LAR I1 40111T A-2e3,:42X 7.2 JOINT AI-113X lig JOINT B'3agx 7.2i2p3.2X 3:6 ALL u'b Wcus ! 14th-FIR STUD JOINT Dt-4,5X 5,4 JOINT D'7.OX 5,4 CTDTAL PLATC $0 1N- 4M72 ND DrtACCD uCUO JOJ IT SPLICES JOINT A1-7,0X :,i4 JOINT DS-9YOX14+45 Till MINIMUM DCAIRING■ 3:5 INCHES A'-Al• 622,3, (C) Al-4-i 62Y�1,3, 0 ArD1- 5M5, (T) D1,41- 4376, (7) !il YD1« 460.(C) B-Dl• 3013.M11"11- 1592. M , , • ...a • » M». »+ r 1. ♦ .... r i Y . ra. 'r r.. . Y,i . . a +, r w .+. r r ,i r.ve n r a+ • i . \ a i > i F.r a . . w s . .. a w f r a •.. . . , . i ,i a i • • .,. _ « _ + a* _. f]RYS('AN' 32', .b' Dk LE55 ntNIHUM C,UKBER TOP' CHORD■.".% 6 DOUG F'IR'-LAR 12 UGTTOM CHORD-2X 6 DOUG~f IR-LAR 41 Joint A. 4 f',X10.0 JOINT AI-Ii3X 1,F 'JOINT 6.3.9x 7,2i2t12,6X 3.6 ALL UEBS-2X: 4 HEnrFtR STUD JOINT 01.319" 5.4 JOINT D■7,OX 5.4 T pl ?.0X14;4. TDTAI. PLATC GO IN- 457+20 NP DRACCD UCDG t JOINT SPLICES JOINT Al-7,OX 514 r THC MINIMUN HEARING- 3','i INCHCS 7,iC) 'b5422.(7) P1-D- w997.(T) Al-DIA 414,(C) V-D1^ 1610.11T) d-D 14524(T) A-AIR x6tC .. _i. r. • • r _ r n, Nr..+ r r , , k fi « _. . r .- r,r . •,w 4 u.. w riy ...,. r . •.... .xr }rra..r r�FOR •CPAHrr32'-'S' OR LC09 NINlt1JN LUHdER rTOP rCkItlRD-62XY6 DOUG Fli,r tiRr{ rB01TOM CHORD-2X 6 DOUG: FIR-LAR 125 JO1`NT A- 4.5X10.8 JOINT Al-t,.3X 1,0 JOINT B-3.9X 7,24292"o 6X 3,6 1 ALL UCB5-2X , MCArFIR STUD JOINT D-.3 1,9x 5.W JOINT U^7,ox 5,4 116TAt, PLATC 60 10-6457+20 NO DRACCU uCbS JOINT SPLICES JOINT A]9 '--7,OX v.4 JOINT DC-,0X14.40 TIiC MINIMUM BEARING 3,5 INCHES A-Al■ 5622.(C) A1'0• 5622.(C) A•01■ 5407,11) D3iD+• 3907.(T) A1-D1- 41z.(,C) 8-111- 1605-CT) d U t44B+(T) r_rr., .. ♦ wTar ,aur a1 4 . 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PLATC SO 10- 5.9:,,20 NO nK' NCDO JOINT Or JOINT AI-4.5X r.4 JOINT D1�7i0X16.00 THE MI NJ HUN DCARINOa 45 INCHES { A�'Al 4913.tC),.h,L.I:!_ 491 ..C,C N D1'^ 4h."C+f7) D1 D+ 1374.(T) A1'°D1• tC) lirU1• IJ15,t1! D-D■ I2�3+'fT) 0 FOR SCAN ^5' 1' DR LGSS MINIMUN LUMdkR TOP CHDRIT-2X 6 DOUG F1RaLAR f^r BOTTOM CHORD-2X 4 DOUG FIRrLAR 12 I JOINT' A■ 3.9X 7,,,6 JOINT W' i.3X 14G JOINT d�3iYX 5,44202+67C 3'.6 ALL 41ED5-2X 4 NEh)-FII; 5'rn JOIN'( D1-3+2X 5.4 JOINT U'S,OX' S,4 VOIAI. PLATC GC xR■ 361.00 Ito URACCCI uEli E JOINT SPLICES JOINT AI-4,5x 5,4 JOINT D1'i•7.OX14i4s Tilt MINIHUn DCARING+ 3.5 INCHGS 9.11) D1D■ 3"Oo T) Al U ■ 337,'C) [i U1■ Otb#('T) B-D. 112G,tj) ArAl• 4470.(C) Al D- 4470.(C) ADI* 4.'.9 ' _}r rr,r a.a Y.e ».,r s.. ..•.• . h ♦...i _K}ran+\rwr,ir i• w a.Y"i+. r } i.• � w,\,n Y.•"T r wr• . • i»• .rw, r+i r}r,}r.Y•+•rr rY" ai,; . j rF,DFt•0PA1{ 24 1 Oh LC..Jrr r rMININIIN LUM1tR 10F CHORE,-n% 4 DOUG PIRLAPittJOTTDM CHORD^2X, 4 DOUG FIR••LAR f2 k JOSNT A■ 3,:X 9,0 JO NT 01]■).3X I'd JOINT d■3.9X'Ei.4i.02c6X 346 ALL NEB5■2k 4 HEM"FIR 510 f JOINT b1�3,2X 5,, JOIN) U'•5}pX 5,4 {TOTAI, OLATE SD IN- 335,00 NO DRALCD uEDO NT A1.4,5X 1.6 JOINT DL-7ioxI4.40 1N1: MINIMUM gr'AR1MG■ 3,5 INCktES JOINT SPLICES JOI grAl■ 4233.tC! A1,YIl� ,233rtC) A•Vl - 4071.11) D!-D- 2?36itT) A1�It1■ 31'CiCC) D D1■ t276.iT) B}D- 1071.11] � _YHtr }•.. i, ...: •. a,4 et ,,.....i • .t• ,,,. i., }..x r a fi •v s r,< r i Y!i \ / x, a ii . r w:rrr rrr _rH .war , }vi . 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