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039-370-094
�`j k ,j.F7. 1� 'If BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. � V Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL .ZONING O 9 OWNE oy� ,3uc�c PHONE N �3a �sg� iLii2 OWNER'S ADDRESS—� 1,529 xf�A/211-lilo LOCATION OF BUILDING USE OF BUILDING w Esq %�� 7 -Op L SIZE OF STRUCTURE — —' X -�' =11h_ SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME 25� STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE 60 G / L / LL �UUO ESTIMATED COST OF CONSTRUCTION $ Uo.Ob AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: , FRONT �6�/ SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. ate 91-Z107- 99nature of Owner NOTES ' �� RESIDENTIAL V4 i PERMIT N0. _ 039-370-094 - - 00-2525 f BUCK; BOYD & JAN - /3 MaIuAN AVE., CxICO fi• _ CONTR: TOM NIX Lo(1` l�/i v 3 BDRM 1953 SQ FT. � Vii � � �• �. l 5 �����,� SID" ■m SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS •L SID" ■m SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY GAS _ Meter By ate ELECTRIC �� Meter By i� %'—o Date -JOB FINALED (Date) t� Signature✓ V = OK G = Not OK, = Not Applicable Not Ready RESIDENTIAL = Date U ertloor (Plans) OK except #'s CLo-6'ning;S6,tbacks-Easements-Flood-Slope �. F Soils-Elec. Grnd.-/' 2/" Ftg. Depth g., Garage; Soils-Steel-Elec. Grnd.-/ 1,2/" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. 5j!!s-Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. , Gas Pipe; Size Anchors - Yard Gas Piping; Size Test K Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenum & Du ts; Clear ce-Ma ial-Support-Ins. it rs- -Anch olt ripples 15. Access & Ventilation 16. Insulation Date /,2- OCI Card B-1 Date Card B-1 Date Card B-1 I Date Card B-1 Date WUMBING (Permit) OK except #'s er tr.; Vent -Access -Combustion Air Baffle 1 er Pipe; Test & Anchor -Nail Protection 1 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Xst Tub & Shower, Second Floor -Tub Access ge Gas Pipe; Sixe & Anchors Date a (p Card B-1 , Date Card B-1 c Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 2A.,@lec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 28,2'Appliance Circuits in Kitchen & Conductor Size GFI Sybleed Wire Size / L / g . C or AI-A.C. Wire Size / 6 / g C or AI . Range Circle / / ga Cu or AI -Oven Circ. / !o / ga r At Insulated Neutral O Yes O No Se ice -Riser Conductors & Ground Main Disconnect 32. uip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date 6 d 1 Card B-1 Date Card B-1 - Date Card B-1 Date Card B-1 Date E . ANICAL (Permit) OK except #'s .C. Ducts Insulation & Support F 3 nt n, Exhaust above insulation ondensate Drain -& Overflow, Size & Grade nace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date a'u6 1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 42! Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing 1 4�. Draft Stop in Walls (rat proof) Fjce'Stops, Furred Ceilinqs-Stairs-Chasers-Tubs 40 Headers & Beams -Size & Bearing (Si ngle & Duplex) Date FRAMING (Continued) Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection H gem -Post Caps-Anchors-Cdnrwtors 66. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. Firqoaee Ties or Type A Flue -Fireplace Throat Clearance 4 Attic ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 5 d . Windows or Exiting Doors -Sill Ht. & Dimensions Qs 4CXar.ge Fire Protection Framing Ts 12�7ine Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Width-Hea room- ise-Run-Landing-Fire Protection Elec. Outlets at Wood Panel, Int. & Ext. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Si '.g -Nailing Veneer 5 . Stu co Mesh -Drip Screed -Fd. Vents-Underflr. Access Elec. Outlets & Receptacles at Kit. Counter Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/E for Wall Panels 61. Insulation- Bili s Ckd -- nfiltration-Walls endows Date Card B-1 Date Card B-1 Date d( Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 17 Yes 82. Following Instld./Drive 0 Yes 0 NoMalks Q Yes 0 No/Planters Q Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. 9 92. 1orrections from Previous Inspections /Gas Test -Meters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V = OK , 0 = Not OK - = Not Applicable MOBILE HOMES • = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning' Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ENGINEERED WOOD SYSTEMS Certificate of Conformance Certificate-- 054065 THIS IS TO CERTIFY that the glued laminated .timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and.associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural'Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses ' AITC 117-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Speciesr IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular addits in accordance with the Engineered Wood,Systems (EWS) Quality Assurance Program. Routine audits include in'gpection-of-the--- manufacturing process and. evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade,and glueline bond quality. 3 VCC-. 1.3 � � w ° oo •,, `OQ�P t] RgrF J'c p 0.0 iCz =* % SEAL imp 10 f' c3ft } if GA by — 4 -it Aa. Thomas,G. Williamson Executive Vice President Ix 75 /32.P, /�v�• Com, ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 11700 - Tacoma, WA 98411-0700 Telephone: (253) 565-6600 - Fax Number: (253) 565-7265 CERTIFICATION OF INSULATION ADDRESS OR TRACT -'SACRAMENTO, INSULATION CONTRACTORS �m �l• LOT k ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 • l 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 �� ❑ P.O. BOX 1631, RENO, NV 89505 UC. #10675 ❑ 1�Q,�\� 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED. • INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS"' KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R•VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE THIS IS TO CERTIF T INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES; MATERIAL STANDARDS AND REGULATIONS. - • SI NATURE -INN CONT�CTOR TITLE MANAGER DATE .. SIGNATURE -GENERA T CTOR TITLE DATE REMARKS: White - Builder copy, Green - Builder copy, Yellow - Customer copy SIC -303 Pink - Attic copy, Gold - File copy INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: sal b V -6T (moi , ENVIR. HEALTH, CHICO DATE: `gapM Q RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME:�c& SEPTIC: � WELL: AP#:0 ADDRESS/LOCATION: 1wz�1giy Az"E Comments: GL/memos/releasehold COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 r I CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and "should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact s office immediately. i 1 /V V,.,- dL c 4.5/ & oxo01 ����o� %G� ash. r� 'v�✓ -(/[/I J7 e /'Ae'-,;,) _ X �a!°�5 T- 145 /, Date 0 Inspector REV 10/92 COUNTY OF BUTTE :r. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive.• Oroville, CA • (530) 538-7541 1 �CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is '.� completed. If you have any questions pertaining to this matter, or need additional explanation, fix.. please contact this office immediately. Date Z Inspector REV 104 z COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT` ASSESSOR PARCEL NUMBER 039-370-094 ZONING BUILDING PERMIT Vol OWNER BUCKBOYD & JEAN- TELEPHONE SQ. FT. OCC. BUILDING VALUATION 1953 R 105,462.00 .OWNER'S MAILING ADDRESS ® �'r \ ("Cb 9 61� 833 U 14,996.00 CONrRACTOR'S NAME TOM NIX345-6178 TELEPHONE 631 C 8 , 203.00 CONTRACTORS MAILING ADDRESS 720 CHURCHILL DR. CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 128,661.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 4741.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 481.65 BUILDING ADDRESS I � 2 2- /rA y 41 t 1 /-01-0 Al /VIL 'ALu I `I- ` Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 1265.65 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 12 7.00 84.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BED ROOM 1953 SQ FT. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zosn oR mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fU orce and effect.POWER 5y License Class Lic. No. J T OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions, Code for this reason To Main Service 200A 46.00 NEW CONST. DWELLING CC OCC P. OR ADONS. a ACC. ns. Bi SO 3.50Fr. 95-50 NDµRES1oT MULTI-OUTLETCIRCUITS @7.50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 p 1.00 SAL @ .50 Ex. Occup. ouTlFrs P o.Gen 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 3 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. V -I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort1Wcomply with those provisions. X Date �� '� Signature of Applicant - ner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 4 4.50 1 PERMIT FEE $ 99.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST. TYPE VN TOTAL FEE $.1/715/6-5 HAZ. D. FEES IMP FLOOD X CDF X P EL HD X ISSUE X This permit is hereby issued under of the Butte County Code and/or indicated above f r whi.9h fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date O I Dee Receipt No. 302720 /$586.90 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION. . 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PMCEL NUMBERm ' % a _ a M BUILDING PERMIT OWNER 42 TELE°"°Ne SO. FT. OCC. BUILDING VALUATION �j OWNERS 1WUNG AD / ` CONTRACrO ,e NAME rV'G— 7ff e ✓ CONTRACTOR'S MAWNG AI7DRE99zQJ CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuationb v ARCHITECT ORENGINEER Ix:ENSENO. Flin Fee b 20.00 Permit Fee 4fb MCMTECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee fL5 b BUILDINGADDRESS Energy Plan Checking Fee b W b 5 PERMIT FEE t IAT NO.SUBONBpN9 NAME � PAAEL M 7 PLUMBING PERMIT Fling Fee 20.00 Each Trapj,Z 7.00 USEOFSTRUCTURE SF I§' Duplex ❑ Mobilehome ❑ Other 9°ECL" Solar or heat pump water heater 23.00 Water piping 15.00 r� Each as water heater or vent 15.00 �Q TYPE OF WORK Installation ❑ Other ❑ New ❑ Addition ❑''''�� RemodelUtilities ❑ IInll� S' % a /�er� Describe Work: �7 //� 114-4, 9< Gas piping system t - 5 outlets 15.00 ( 0✓ Buildingsewer 15.00 �� Gd Mobile Home I S I G I W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Fling Fee 20.00 Main Service so.OR LESS 23.00 , Cl *PERMIT FEE PAID $ ��� / � .SRA $ SHERIFF $ OTHER $ $ $ AMOUNT RECEIVED $ �� D *RECEIPT NUMBER * TO BE PUT INTO COMPUTER Main Service 200A TO 1000A 46.00 NEW CONST. ( DWELLING occUP. 3.5¢so O OR ADONS. & ACC. BLDS. ONS S.T.MULTI.OUTLET NoµREs1D. @7.50 POWER APPARATUS 8 SINGLE olliLET CIR. 20 Ex. Occup. OUTLET OR FDRUREs SAL 1.00 .50 APPLNS Ex. Occup. otm TS RESID OERA 5.00 Temporary Service 23.00 _ Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t I W, 90 1 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 _ . ventilation PERMIT FEE Mobile Home Installation Fee b Energy Inspectiori Fee , (p b , T. PE TOTAL FE $ !�Z 0. FEES "" FLQOD This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work . indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Date) E.H. USE ONLY Plot P la AttoeM� Flout Plug Attached— Sent to S.D. TO: =nvironmental epartment FROM: Health SUBJ T: Sanitation Clearance d cL-32-324 e94V Owner'Location AP# Plan Approved for: Sewage Disposal c/ Water Supply: Public Private Well Clearance for dwelling. Other Hold final fox.--) Final clearance O.K. for: NOTE: r Environmental Health Specialist 8/96 fel Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: B1.1fJe 7' of %V/ ASSESSOR PARCEL ER: 31- %%- Proposed Building se: _ Building Inspector: L— Date: At time of permit application, i was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------- ----------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ 4ee0-anufactured Home data d installation instructions including Tie Down Specifications. ------------------s of $--------------------------------------------- ----------------------------------------- — 40 act fees as shown on the attached schedule. -- - --- - - ----------------------------------------------- .© ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- 1113 -------------------------------------------------------- ❑13 .Flood elevation certificate. --------------------------------------------- / r:1 Sanitation and plot plan approval % (. o Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ------------------I-----------------=---------- klanning approval for (A) Use: (B) Parking:--------------------------ntact Land Development about Improvements, ❑ Drainage,Legal Parcel.------------Ocroachment Permit for driveway (construction approval prior to occupancy). ----- ----------- ( _ ❑20. Pre -inspection for required Request to Building Inspector on _LF(Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑ 22. Workers' Compensation carrier and policy number. -------------------------------------- -------------------- 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑ 4!� tter of signature authorization. -------------------------------------------------------------------------------- Recorded copy of Agricultwal Acknowledgment Statement. -------------------------------------------------- 2 Letter of intent on building use.----------------------------------------------------------------------------------- ; ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29.. 00433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1 .--------------- Q., V" �- _,7 When, you issue the permit, rocess asfo lows ail to owner, Mail to contractor. 8'felephone �Y� 4 7 F andhl for pickup at G f// LG�ffice. ❑ Deliver with inspector. S'Ti2c.16T Pj5V Fvt/ r• Applican . Date: Copy of Haz-Mat form sent ❑ Health Departm ' , ❑ ' e Department, ❑ Air Pollutionbate,"'By Copy of plans sent'❑ Health Department, ❑ Fir w Other, �r ,� Date: By: //-/-Co /f2-/3 -e6 1. Index permit application for the above item numb / ❑ Plan Check List 2. Additional items required: ` Contractor, designer, owner, was advised of the ove required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: A01 Date: .Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. '.,Note transfer by: Date: .J COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE =DING PERMIT FEES BDue ................ $ -- Additional Fees Due ........... $ IV -- Additional Fees Due ........... $ - evised Plan Checking Fee ....... $ HOOL DISTRICT FEES (paid at District Office) 3. SHE FEES (paid at Building Division) Residential ........ x $360.00 = $� Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. g-t'5.RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER DATE 10-13 "00 RECEIPT # pDATE REC 1L� 6, � At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be ched during the plan checking process. DATE /6) % 3 — Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). ' Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) m A7� -+'{' 17•• /.+V TYT f+'`. "���Vii. 21'ti i { - `^'.M—i qty Kr'�'1./l..lar''i ^ rf r COUNTY OF BUTTE �' a .RrDE``�ARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION + 1-4 10 COUNTY CENTER DRIVE-'OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE PROPOSED BUILDING USE rBUILDING PERMIT FEES 7-6 -- Balance Due ....... ....... $ -- Additional Fees Due ........... $ =- Additional Fees Due ........... $ '-Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES -(paid it District Office) ; SHERIFF FEES (paid at Building Division) 4Residential ........ % x $360.00 = $� Units Commercial (sq.ft.)... x $0.03 =.,$ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . X: _ $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. epe5.RECREATION DISTRICT FEES (paid at District Office) .6,,THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) •Y w'wYa..+.. 7. SRA FIRE INSPECTI09 AND PLAN CHECK r $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) DATE /0 — 7 - RECEIPT # DATE REC 10. OTHER r i At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICAN(I DATE �D 3 Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may havebeen imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). r Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) }- , . _ � .. rr•f �..�. _.. �� Y,+i_.r«.. , M* _ _ ..«e.,. . '1� ri ••�.,• '.. ..-...r ..,., ,.r��.,, v. ry',+, Aw �rvr......... � .k.v �i '� r v. �=•�"�pti�.r.,,,�� .� "'^rT"�... ,.�-••;�j �. �•y ...y_�, '�'1��. �Cfiwi MM'+P f BUTTE COUNTY PARRS DEVEWPKBNT FBS CERTIFICATION FORK CHICO AREA RECREATIOON AND PARK DISTRICT Assessor Parcel Number(s) 9"'�� 0 "�/R Property Owner Project Location/Address)3 Zz- Subdivision Lot Number(s) l Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number,of Dwelling Units ' it �4 ..: y •F' . a_ ! ,... 'k4. " .i ►. ',,.� + �_ .4' '` Comment: Building Department Representative Date M1 Chico ea Recreation and Park District(CARD) certifies that (Applicant Name) .(Phone' -Number) (Street Address) cv q5" 7 (City) (State) (Zip Code) has ! complied ,with the requirements of Butte C)o. Resolution No. 90-140 by P, for dwelling units @'$1,189 for total paymen of CARD(Representative PAID BY CHECK NO.v3W2- REMARKS: BANK NO.gQ _ -1W1%__QQ PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 11/,^9/00 x5859 11:03AM ): TOTAL $1189.00 ,� .p.=.,Y,._,,.:..w�--••Tw �v'sr-.�.,'�/'.r..r�y�g�Yr.2M•di«',f".w'.�Ri�1'-"�•r�IxM��K�T�•�r...r:"�:w'"�c`;��rr�,^.'�7�.»".:"1••`�,�.r..•�}�:'"-"'�.•.r•-'"`w�-.�'r�•..nl�.-s�"'�'�.�+�"`-a*ti,,��;r--rj�•�tisf BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM tmoor mans reviewea oy scnooi uistnci rersonnei) District Identification No. .010 2.. , 9 V School District certifies that �� t-'• �/ Com/ I ' (Applicant) (Street Address). (Phone Number) (City) has complied with the requirements of ResolutioAINo. representing square feet. School District Representative (State) (One form per Building),. (Zip Code) School District (/ UAS J) Building Department No. / A.P. Number Jurisdiction: City �, County Property Owner $ # FULL MITIGATION {_ h Property Location/Address Subdivision Date r\ Lot No.y o _lei .............................................................................................................. Residential Development ZSq. mag No OUI- rig Mobile Home Addition/ 'Supplemental to a W(GroupR) *^" Units Installation Conversion Permit # C I • { `(No foundation inspection); t Commercial/Industrial -' - ]±. Sq. Footage New Addition (Including Exterior Roofed Areas) �?-400 13uildin D ment Representative Date tmoor mans reviewea oy scnooi uistnci rersonnei) District Identification No. .010 2.. , 9 V School District certifies that �� t-'• �/ Com/ I ' (Applicant) (Street Address). (Phone Number) (City) has complied with the requirements of ResolutioAINo. representing square feet. School District Representative (State) (Zip Code) 79-2-00 by payment of $ / AB 2926 $ # FULL MITIGATION {_ h Date Paid by Check # lQRemarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees,are paid. Tailure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. .If', subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (cEQA);« this project may be subject to additional school fees to fully mitigate its impact on the school district's schools.. White (applicant), Yellow (building department), Pink (school district) feeformAs 00/981dmm tZ �- & � -Z-2 �' =- --.- �� _ � MOSS COMBER 5321 `EASTSIDE ROAD TOM W Address: Telephone: 244-0700 F6 X: I Telephone: M823 Drawn , -2-0-0 I 5-1a 9.6-12 F 16-U 22-64 I 26-11-12 I 32.1.0 $p* = 1:68.9 2-0-0 5-1A 4-5.8 65-12 6.5-12 4.5.8 5.1-4 2-0-0 5.00 Fff 3x4 = 3x4 3X4 = 48 4/ 46 40 44 43 4Z 4l 1415 3x4= 2# J O 95-12 9.6-12 16-0-0 65-12 22-6-4 65-12 _32-1-0 ROOFTRUSS ' Tnrsr��rr�.ere/..a..e�..•n.ao.,•..,.�.,.r..erair , -2-0-0 I 5-1a 9.6-12 F 16-U 22-64 I 26-11-12 I 32.1.0 $p* = 1:68.9 2-0-0 5-1A 4-5.8 65-12 6.5-12 4.5.8 5.1-4 2-0-0 5.00 Fff 3x4 = 3x4 3X4 = 48 4/ 46 40 44 43 4Z 4l 1415 3x4= 2# J O LUMBER TOP CHORD 2 X 4 DF No.18B(r-G BOT CHORD 2 X 4 DF No.l&W-G OTHERS 2 X 4 DF Stud/Std-G BRACING TOP CHORD Sheathed or 6-0-0 on center puriin spacing. BOT. CHORD Rigid ceiling directly applied or 6.0.0 on center bracing. REACTIONS Ob/size) 2=226/32-1-0, 38=7/32-1-0, 26=226/32-1-0, 39=77/32-1-0, 40=81/32-1-0, 41=80/32-1-0, 42=80/32-1.0, 43=80/32-1-0, 44=80132-1-0, 45=80/32-1-0, 46=81/32-1-0, 47=71/32-1-0, 48=113/32-1-0, 37=77/32-1-0, 36=81/32-1-0, 350/32-1-0, 34=80/32-1-0, 33=80/32-1-0 Max Hoa 2=11((l�oad case 1), 26=110oad case 1) Max Grav 38=1$Ooad case 2), 26=2260oad easel), 39=770oad case 1), 4W820oad case 3), 41=80(load case 3), 42--800oad case 1), 43=80poad case 3), 44=80 load case 3 , 45=80 oad case 1 , 46=81 d case 1 , 47=71 (load case 3), 48=1320oad case 2 , 37=770oad case 1), 36=82(load case 4), 35=80�1oad case 4;, 34=8001oad case 1;, 33=80Load case 4� FORCES Ob) - First Load Case Only TOP CHORD 1-27-34,2-3=47,34-27,44-23. "-23.6-7-23,7-8=-23,8-9---2,9-10=-23. 10-1 1=23, li-12--23,12-13=-23.13-14=23, 14-15=-23,15-16=23, 16-17=-23,17-18=-23,18-19=23,19-20=-2, 20-21=-23, 21.22=23, 22-23=-23, 23-24=_23, 24-25=27, 25-26-47, 26-27=34 BOT CHORD 2-48=0, 4748--0.4647=0, 45.46=0, 4445--0,4344--0.42-43=0, 4142=0, 4041=0, 39.40=0, 38-39=0, 37.38=0, 36.37=0; 35-36=0, 34-35=0, 33-34=0, 32-33=0, 31-32=0, 3031.0, 29.30 , 28-29=0, 26-28=0 WEBS 13-39=-61,1240=61,11-41=-61,10-42-611,943-6111744=41 , 6-45=41, 5.46=43, 4-47=-49, 3-48=-98,15-37=-01,1636=-61,1735=-61,18-34=61, 19-33=-61, 21-32=-61, 22311, 2330=-63, 24-29--49, 2--28=-98 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 All plates are L120 plates unless otherwise indicated. 3; All Plater are 1.5x4 M20 unless otherwise Indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 on center. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads per Table No. 16-8, UBC -94. 7) A plate rating reduction o(20% has been applied for the green lumber members. 8 This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard ®WARNING - Verify design parameters ant! READ NOTES ON THIS AND REVERSE SIDE BEPOREtYgTTE G Design valid for use only with MITer connectors. This design is based only upon parameters shown, and is for an Individual " 1 U I L®9 NG DE building component to be installed and loaded vertically. Applicability at design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector, Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing,. consuM GST -80 Quality Standard, DSB- 89 Bracing Speclllcatlon, and HIB -91 Handling Installation end Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, M 53719 MiTek Indushies, Inc. NG yG � 2i1 k NO. C040019 � EXP 9-30.04 C �roF AFTE V .� ZZ/8� 'd-10WON 'SNI SaINIHONI N11IN WA111:1. M7 i i inn 1,2000 95-12 9.6-12 16-0-0 65-12 22-6-4 65-12 _32-1-0 Plate Onsets (): J1 ' LOADING (psA SPACING 24-0 CSI DEFL (n) Qoc) Udell PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.18 Vert(LL) n/a - Ida M20 220/195 TCDL ' 7.0 Lumber Increase 1.15 BC 0.06 Vert(TL) 0.0326-27 465 BCLL 0.0 Rep Stress Incr YES WB 0.04 Harz(TL) 0.00 n/a BCDL 7.0 Code UBC/ANSI95 Ovlatrb) 1 st LC LL Nn Well = 360 Weight: 196 Ib LUMBER TOP CHORD 2 X 4 DF No.18B(r-G BOT CHORD 2 X 4 DF No.l&W-G OTHERS 2 X 4 DF Stud/Std-G BRACING TOP CHORD Sheathed or 6-0-0 on center puriin spacing. BOT. CHORD Rigid ceiling directly applied or 6.0.0 on center bracing. REACTIONS Ob/size) 2=226/32-1-0, 38=7/32-1-0, 26=226/32-1-0, 39=77/32-1-0, 40=81/32-1-0, 41=80/32-1-0, 42=80/32-1.0, 43=80/32-1-0, 44=80132-1-0, 45=80/32-1-0, 46=81/32-1-0, 47=71/32-1-0, 48=113/32-1-0, 37=77/32-1-0, 36=81/32-1-0, 350/32-1-0, 34=80/32-1-0, 33=80/32-1-0 Max Hoa 2=11((l�oad case 1), 26=110oad case 1) Max Grav 38=1$Ooad case 2), 26=2260oad easel), 39=770oad case 1), 4W820oad case 3), 41=80(load case 3), 42--800oad case 1), 43=80poad case 3), 44=80 load case 3 , 45=80 oad case 1 , 46=81 d case 1 , 47=71 (load case 3), 48=1320oad case 2 , 37=770oad case 1), 36=82(load case 4), 35=80�1oad case 4;, 34=8001oad case 1;, 33=80Load case 4� FORCES Ob) - First Load Case Only TOP CHORD 1-27-34,2-3=47,34-27,44-23. "-23.6-7-23,7-8=-23,8-9---2,9-10=-23. 10-1 1=23, li-12--23,12-13=-23.13-14=23, 14-15=-23,15-16=23, 16-17=-23,17-18=-23,18-19=23,19-20=-2, 20-21=-23, 21.22=23, 22-23=-23, 23-24=_23, 24-25=27, 25-26-47, 26-27=34 BOT CHORD 2-48=0, 4748--0.4647=0, 45.46=0, 4445--0,4344--0.42-43=0, 4142=0, 4041=0, 39.40=0, 38-39=0, 37.38=0, 36.37=0; 35-36=0, 34-35=0, 33-34=0, 32-33=0, 31-32=0, 3031.0, 29.30 , 28-29=0, 26-28=0 WEBS 13-39=-61,1240=61,11-41=-61,10-42-611,943-6111744=41 , 6-45=41, 5.46=43, 4-47=-49, 3-48=-98,15-37=-01,1636=-61,1735=-61,18-34=61, 19-33=-61, 21-32=-61, 22311, 2330=-63, 24-29--49, 2--28=-98 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 All plates are L120 plates unless otherwise indicated. 3; All Plater are 1.5x4 M20 unless otherwise Indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 on center. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads per Table No. 16-8, UBC -94. 7) A plate rating reduction o(20% has been applied for the green lumber members. 8 This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard ®WARNING - Verify design parameters ant! READ NOTES ON THIS AND REVERSE SIDE BEPOREtYgTTE G Design valid for use only with MITer connectors. This design is based only upon parameters shown, and is for an Individual " 1 U I L®9 NG DE building component to be installed and loaded vertically. Applicability at design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector, Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing,. consuM GST -80 Quality Standard, DSB- 89 Bracing Speclllcatlon, and HIB -91 Handling Installation end Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, M 53719 MiTek Indushies, Inc. NG yG � 2i1 k NO. C040019 � EXP 9-30.04 C �roF AFTE V .� ZZ/8� 'd-10WON 'SNI SaINIHONI N11IN WA111:1. M7 i i inn 1,2000 Job, rtlss fuss type Y W?.3 AC MONO TRUSS 1 1 83899110 R-0—ss um er, , UA 9bU J1 - - -- --- ..... _....._ .... , .... ...�. r , vv.cr.<r cvuv rage i - 5.4-2 9-e- Scale: 3/8'!--11 5-4-2 _ 4-" 1.5x4 11 5.00 NY 3 1.5x4 11 3x4 - S-4_2 9.8.8 5-4-2 I 44-6 ' LOADING ( . SPACING 2-0.0 CSI DEFL (n (!oe) Udefi PLATES GRIP TCLL 6 Plates Increase 1.15 TC 0.16 Vert L -0. 1 : 9M L120 2201195 TCDL 7.0 Lumber Increase 1.15 BC 0.16 VeIt('k -0.03 1S >999 BCLL 0.0 Rep Stress Incr YES WB '0.14 Horz(TL) 0.00 4 n/a BCDL 7.o Code UBC/ANSI95 1st LC LL lin Udefl a 360 Welght: 40 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.lhBir-G TOP CHORD Sheathed or 6-0-0 on center purlln spacing, except end verticals. BOT CHORD 2 X 4 DF No.l&Btr-G . BOT CHORD Rlgld calling directly applied or 10-0-0 off center bracing. WEBS 2 X 4 DF Stud/Std-G REACTIONS (ib/size) 1=282/03-8, 4=282!0.3-8 FORCES Ab) - First Load Case Only TOP CHORD 1-2=-335, 23=0, 3-4=-07 BOT CHORD 1.6=310.45=310 WEBS 2-5=66.2-4---347 NOTES 1) All plates are N20 plates unless otherwise indicated. 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-0, UBC -94. 3) A plate rating reduction of 20% hes been apppplIied for the green lumber members. —4) This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard 0NG y� L�lr�co��� . coo. C04 EXP 9-S' CIV AWA RNING - Verify design parameters and READ NOTES ON THIS AND REVERSE. SIDE BEFORE USE , Design valid for use only with Mrrok connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer – not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responslbg9y of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -N Ouaiity Standard, DSB- e9 Bracing Specification, and HIB -91 Handling Installatbn and Bracing Recommendation available from Truss Plate Jnatitute, 583 D'Onofrlo Drive, Madison, WI 53719 MTek Indust s, Inc. I ZZ/L 'd—lOti6'�N 'SNI Sall mini N1gyiW—Wr1C1:7. —nnni ,2000 N 4 t,0 • nrll F O - - -- --- ..... _....._ .... , .... ...�. r , vv.cr.<r cvuv rage i - 5.4-2 9-e- Scale: 3/8'!--11 5-4-2 _ 4-" 1.5x4 11 5.00 NY 3 1.5x4 11 3x4 - S-4_2 9.8.8 5-4-2 I 44-6 ' LOADING ( . SPACING 2-0.0 CSI DEFL (n (!oe) Udefi PLATES GRIP TCLL 6 Plates Increase 1.15 TC 0.16 Vert L -0. 1 : 9M L120 2201195 TCDL 7.0 Lumber Increase 1.15 BC 0.16 VeIt('k -0.03 1S >999 BCLL 0.0 Rep Stress Incr YES WB '0.14 Horz(TL) 0.00 4 n/a BCDL 7.o Code UBC/ANSI95 1st LC LL lin Udefl a 360 Welght: 40 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.lhBir-G TOP CHORD Sheathed or 6-0-0 on center purlln spacing, except end verticals. BOT CHORD 2 X 4 DF No.l&Btr-G . BOT CHORD Rlgld calling directly applied or 10-0-0 off center bracing. WEBS 2 X 4 DF Stud/Std-G REACTIONS (ib/size) 1=282/03-8, 4=282!0.3-8 FORCES Ab) - First Load Case Only TOP CHORD 1-2=-335, 23=0, 3-4=-07 BOT CHORD 1.6=310.45=310 WEBS 2-5=66.2-4---347 NOTES 1) All plates are N20 plates unless otherwise indicated. 2) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-0, UBC -94. 3) A plate rating reduction of 20% hes been apppplIied for the green lumber members. —4) This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard 0NG y� L�lr�co��� . coo. C04 EXP 9-S' CIV AWA RNING - Verify design parameters and READ NOTES ON THIS AND REVERSE. SIDE BEFORE USE , Design valid for use only with Mrrok connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer – not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responslbg9y of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -N Ouaiity Standard, DSB- e9 Bracing Specification, and HIB -91 Handling Installatbn and Bracing Recommendation available from Truss Plate Jnatitute, 583 D'Onofrlo Drive, Madison, WI 53719 MTek Indust s, Inc. I ZZ/L 'd—lOti6'�N 'SNI Sall mini N1gyiW—Wr1C1:7. —nnni ,2000 b Job, rus6 I rusS I ypa NIX W23 marc lunninpr.H A I-UDINE; CA -460 ROOF TRUSS 31 8 1 R3899109 It - --- ..... _..... .......,..., .,. ..�.... . r r uv c r.0 cvuu rage r 2-0-0 5-141 95-12 16-0.8 22.6-4 26-11-12 32.1-0 1:68.9 2-M 5-1-4 4S•8 65-12 6542 4-5-6 5-1-4 •2-0-0 5.00 PT 4x4SLOCKM - RMUMM T . 5xS i 5 3x4-- 5x8 - 3x4 - 9-6-12 16-03 22-64 32-1-0 9-6-12 65-12 65-129 6-13 LOADING (p,4 SPACING 2-0-0 CSI DEFL (in)) (loo) Vdefi PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 027 Vert(LL -0.1$ 8-1 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.54 Vert(TL� -0.34 8-10 -800 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horc(TL) 0.02 8 Into BCDL 7.0 Code UBCIANS195 1st LC LL Nn Well = 360 Weight:148 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr-G TOP CHORD Sheathed or 6-0-0 on center pudin spacing. BOT CHORD 2 X 4 DF No.I&Bir-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G REACTIONS (lb/size) 2--245/0-3-8,12=114810-3-8,8=712/0-3-8 Max Grav 2=299(load case 3), 12=1148(load case 1), 8=712Qoad ease 1) FORCES b - First Load Case Only TOPCHORD 1-2=17, 23=74, 3-4=349, 45=351, 55=351, 6-7=-839, 7-6=-1095, 8-9--17 BOT CHORD 2-12=-68,11-12=302, 10-11=769, 8-10=1004 WEBS 3-12=-279,4-12=-923,4-11=741,5-11=24,6-11=-628. 6-10=214, 7-10=252 NOTES 1 This truss has been checked for unbalanced loading conditions -- 2 All plates are M20 plates unless otherwise indicated. 3 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. 4 A plate rating reduction of 20% has been applied for the green lumber members. 5 This truss has been designed with ANSi/T 1-1995 criteria. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual QRDFESS� ONQ NO. C049919 E;r-9-W3 � October 11,2000 web membersonly. Adddronal temporary bracing to insure stability during construction Is the responsibility of the erector.1M Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality standard, DSB- 89 Brecing Specification, and HIB -91 Handling Installation and 8racfng Recommendation available from Truss J plate Institute, 683 D'Onofrlo Drive, Madison, WI 63719 M(Tek Indusi I m, Inc. ll/9 'd—IM'ON 'SNI ggiAi.qnnmi Ngiiw w�ci.:7. —nnn7 -2-0-0 Scale = 1:121.3 -0-0 4-11-5 12-2-12 19-6-4 2-2-1 29.6-12 2-3 38-9-0 45-2-12 49-8-4 54,-8 6- 1.0-0 4-11-5 7-3, 2.8&5=7-4-0 2-0-8 65-12 65-12 4-58 5-1.4 2-0.0 z -o -o 4x6 5x5 � 3x5 = M 0 C 1f;1 T plll�li�� 554536251501948474645444342?1140 39 37 3x411 5X5= 3X8= 5X5= 5x8 = 3x5 = TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG. DEPT. LUMBER TOP CHORD 2 X 4 DF No.16Btr-G BOT CHORD 2 X 4 DF No.1 &Btr-G WEBS 2 X 4 DF Stud/Std-G *Except* 32-40 2 X 4 DF No.1 &Btr-G, 2-57 2 X 4 DF No.168tr-G OTHERS 2 X 4 DF Stud/Std-G BRACING TOP CHORD Sheathed or 6.0-0 on center pudin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 64-0 on center bracing, Except: 10-0-0 on center bracing:. WEBS 1 Row at midpt 23-61,22-60,21-69,20-69.19-40,1841,1742, 16-43,1544,2040 2 Rows at 1/3 pts 3240 REACTIONS Ob/size) 57=172/23-0-0, 43=71/23-0.0, 40=426/23-0-0, 39=1163/0-3-8, 41=3023-0-0, 42=11323-0-0, 44=83/23-0-0, 45=81/23-0-0, 46=77/23-0-0, 47=8023.0-0, 48=80/23-0-0, 494023-0-0, 50=8023-0-0, 51=8023-0-0, 52=80n3-0-0, 53=7823-0-0, 54=86J23 -U, 55=5923,04 Max Horz 57=1680oad case 1), 40=169(load case 1) Max Uplift57=3310oad case 4), 41=-2160fiad case 2) Max Gray 57-61(Ioad case 3), 43=71(load case 1), 40=494(load case 2),39=1 163(load case 4), 42=1500oad case 2),44=84(load case 3),45=810oad tie 1), 46=78Qoad case 3), 47=80(load case 1), 48=80(toad case 1), 49�0(load case 3), 50=80(load case 1), 51=80(load case 3); 52=80(toad case 1), 53=79 oad case 3 ; 54=86 cad case 1), 55=74(load case 3) - - FORCES (Ib) - First Load Case Only TOP CHORD 1-2-' 8, 2-3=202, 3-4=194, 4-5--194, 55=194, 6-7-194, 7.8=194, 8.9=194, 9-10=194,10.11=194,11-12=194, 12-13=194,13-14=194,14-15=195,15-16=195,16-17=195,17-18=195, 18-19=195,19-20=170, 20-21=157, 21-22=157, 22-23=157, 23-24-157, 24.25=159, 25-26=162, 26-27=163, 27-28=164, 28-29=204, 2930=183, 3031=180, 31-32=143,32-33---269,33-34--757,34-3S-1016,35-36=34.2-57=-8 BOT CHORD 56-57=0, 55-56-0,54-55=0, 53-54--0,52-53=0, 5152=0, 5051=0, 4950-0, 4849=0, 4748--0,46-47=0. 4546--0,44-45--0,43-44=0, 42-43=0, 41-42=0, 40.41=0, 39-40=-108,38-39---391.37-38=659,35-37=894 WEBS 40-68---54,58-5 9=59, 59-60=53, W-61=-34, 61-62=229, 62.63=251,63.64=266, 64-65=309, 65-66=-439, 66-67=-396,67-68--391, 6859=371, 325<J=386, 3238=-7, 39-65=-904, 3337=226, 33-38=-645, 34.37=-252, 24-62-74,23-61-128.22-60=41, 211-59-15,20-58--114,11940=4 19.1841=-66,17-42=-59,16,43--61, 15-44---62,1445---63,13-46=-58,1247=-62,1148=-61, 11ID49-61, 9.50=51, 851=-61, 752=-61, 653=-61, 5-54=-61, 455=-63, 3-56=-81, 26-63=-39,27-64=-116. 28-66--114.29-67=-13,,30-6S=-64,31-69-40. 38-65=695,39-61=3113,20-40=11 19 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) All plates are 2(4 M20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 on center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 331 Ib uplift at joint 57 and 216 Ib uplift at joint 41. 9) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard v v' d r V ®WARNING - Verify design parameters and READ NOTES 0 N,ED 0 p i a eE�' Design valid for use only with MITek connectors. This design Is based only upon parameter s $%d Is tAn Indhrld I g building component to be installed and loaded vertically. Applicability of design paremate)s and: Yoper i�3rporailohrpf 90 component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individua 7J web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance 88 regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST - Quality Standard, DSB- 89 Bracing Spee f canon, and Hl"Il Handling Installation and Bracing Recommendation available from Truss Plate Institute, 593 D'Onof to Drive, Madison, WI 53719 M1Tek IMuSlfies, Inc. QROf�':SStQ ONO y� NO. CO"9 EXP9- NAI 'd- 106'ON I'M RaW.qnnml Na1iW-WrIA1:7 -M7 '11,13n 30-0 4.115 12-2-12 19-64 22-8$ 3234 38-9-0 45-2-12 54-9_-8_ 3-0-0 4-11.5 7-3-8 73-8 3-24 9-6-12 65-12 65-12 Plate Onsets KY): LOADING ( f) SPACING 2-0-0 CSI DEFL (n) ((11oc Vdefl PLATES GRIP TCLL 6.0 Plates Increase 1.15 TC 028 Vert(LL) -0.14 353 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.42 Ved(TL) -0.2535-37 >999 BCLL 0.0 Rep Stress Inti YES WB 0.56 Horz(TL) 0.01 35 n/a BCDL 7.0 Code UBC/ANSI95 (Matrix) 1st LC LL Min Vdefl a 360 Weight: 477 Ib LUMBER TOP CHORD 2 X 4 DF No.16Btr-G BOT CHORD 2 X 4 DF No.1 &Btr-G WEBS 2 X 4 DF Stud/Std-G *Except* 32-40 2 X 4 DF No.1 &Btr-G, 2-57 2 X 4 DF No.168tr-G OTHERS 2 X 4 DF Stud/Std-G BRACING TOP CHORD Sheathed or 6.0-0 on center pudin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 64-0 on center bracing, Except: 10-0-0 on center bracing:. WEBS 1 Row at midpt 23-61,22-60,21-69,20-69.19-40,1841,1742, 16-43,1544,2040 2 Rows at 1/3 pts 3240 REACTIONS Ob/size) 57=172/23-0-0, 43=71/23-0.0, 40=426/23-0-0, 39=1163/0-3-8, 41=3023-0-0, 42=11323-0-0, 44=83/23-0-0, 45=81/23-0-0, 46=77/23-0-0, 47=8023.0-0, 48=80/23-0-0, 494023-0-0, 50=8023-0-0, 51=8023-0-0, 52=80n3-0-0, 53=7823-0-0, 54=86J23 -U, 55=5923,04 Max Horz 57=1680oad case 1), 40=169(load case 1) Max Uplift57=3310oad case 4), 41=-2160fiad case 2) Max Gray 57-61(Ioad case 3), 43=71(load case 1), 40=494(load case 2),39=1 163(load case 4), 42=1500oad case 2),44=84(load case 3),45=810oad tie 1), 46=78Qoad case 3), 47=80(load case 1), 48=80(toad case 1), 49�0(load case 3), 50=80(load case 1), 51=80(load case 3); 52=80(toad case 1), 53=79 oad case 3 ; 54=86 cad case 1), 55=74(load case 3) - - FORCES (Ib) - First Load Case Only TOP CHORD 1-2-' 8, 2-3=202, 3-4=194, 4-5--194, 55=194, 6-7-194, 7.8=194, 8.9=194, 9-10=194,10.11=194,11-12=194, 12-13=194,13-14=194,14-15=195,15-16=195,16-17=195,17-18=195, 18-19=195,19-20=170, 20-21=157, 21-22=157, 22-23=157, 23-24-157, 24.25=159, 25-26=162, 26-27=163, 27-28=164, 28-29=204, 2930=183, 3031=180, 31-32=143,32-33---269,33-34--757,34-3S-1016,35-36=34.2-57=-8 BOT CHORD 56-57=0, 55-56-0,54-55=0, 53-54--0,52-53=0, 5152=0, 5051=0, 4950-0, 4849=0, 4748--0,46-47=0. 4546--0,44-45--0,43-44=0, 42-43=0, 41-42=0, 40.41=0, 39-40=-108,38-39---391.37-38=659,35-37=894 WEBS 40-68---54,58-5 9=59, 59-60=53, W-61=-34, 61-62=229, 62.63=251,63.64=266, 64-65=309, 65-66=-439, 66-67=-396,67-68--391, 6859=371, 325<J=386, 3238=-7, 39-65=-904, 3337=226, 33-38=-645, 34.37=-252, 24-62-74,23-61-128.22-60=41, 211-59-15,20-58--114,11940=4 19.1841=-66,17-42=-59,16,43--61, 15-44---62,1445---63,13-46=-58,1247=-62,1148=-61, 11ID49-61, 9.50=51, 851=-61, 752=-61, 653=-61, 5-54=-61, 455=-63, 3-56=-81, 26-63=-39,27-64=-116. 28-66--114.29-67=-13,,30-6S=-64,31-69-40. 38-65=695,39-61=3113,20-40=11 19 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) All plates are 2(4 M20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 on center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 331 Ib uplift at joint 57 and 216 Ib uplift at joint 41. 9) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard v v' d r V ®WARNING - Verify design parameters and READ NOTES 0 N,ED 0 p i a eE�' Design valid for use only with MITek connectors. This design Is based only upon parameter s $%d Is tAn Indhrld I g building component to be installed and loaded vertically. Applicability of design paremate)s and: Yoper i�3rporailohrpf 90 component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individua 7J web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance 88 regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST - Quality Standard, DSB- 89 Bracing Spee f canon, and Hl"Il Handling Installation and Bracing Recommendation available from Truss Plate Institute, 593 D'Onof to Drive, Madison, WI 53719 M1Tek IMuSlfies, Inc. QROf�':SStQ ONO y� NO. CO"9 EXP9- NAI 'd- 106'ON I'M RaW.qnnml Na1iW-WrIA1:7 -M7 '11,13n b O russ truss Iype Scale: 3/32"=1' Z-0-01 7-0-1 -- R±4 41-7-848r 10-15 I 56-10-4 5P-10�i 1-0-12 7-0-17 3 -8 2-8.8 7-4-0 2-8.8 ' 738 7-3.8 7-115 R3899112 MB23 B ROOF TRUSS 1 1 + 48-10-15 I.- - - • ,.•.•.• ••u • an II,YWYICJ, r111n • V r wu.CY.CY Cuw r -"due 1 -0-11.4 4x5 x 2x4 I I 5x5 = 3x5 - 5x8 5x5 = Scale: 3/32"=1' Z-0-01 7-0-1 1438 21-7-0 34 31-7$ R±4 41-7-848r 10-15 I 56-10-4 5P-10�i 1-0-12 7-0-17 3 -8 2-8.8 7-4-0 2-8.8 ' 738 7-3.8 7-115 2.0-0 AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL DEPT. DoJ-3 1 1 5x8 - 0-11.4 + 48-10-15 5x5 Al r BLOCKING & OWNG 0-11-4 7-0-1 7-3-8 736 2-8-8 7-4-0 2-88 73-0 3x5, REQUIRED AT SUPPORT Plate ullsets. 3x5 8 4x6 3x5 5 6 3 4 <^17. `611 22 21 -- 20 19 3 5� 9 10 5x5, �r 11 3x5 f; 12 F ,Vz Li u 13147 4 18 17 16 15 x5 - c LUMBER BRACING TOP CHORD 2 X 4 DF No.ldBtr-G TOP CHORD Sheathed or 4-7-9 on center pudin spacing. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: WEBS 2 X 4 DF Stud/Std-G 6-D-0-on'centerbracmg::-------_� SLIDER Left 2 X 4 DF No.13Btr 3-7-4 WEBS -----1 Row at<midpt — 6-20, 7-19, 9-18,11=17—° �,�' 2 Rows at 1/3 pts 8.18,10.17 REACTIONS (Ib/size) 2-957/0-3-8,17=2118/03-8,13=517/0-3-8 Max Grav 2cS98Qoad case 3),17-2118(load case 1),13=5710oad case 4) FORCES ((Ib)) - First Load Case Only TOP CHORD 1-2=9, 23=-1527, 3-4=-1527, 45=1060, 5-6=-1060, 6-7=441, 7-8=-331, 8-9=237,9-10=262. 10-11=650,11-12=89,12-13=-469,13-14=17 BOT CHORD 2-22=1373,21-22=1373.20-21=978.19-20=499,18-19=315,17-18=-6W, 16-17=-87,15-16=431,13-15--431 WEBS 4-22=100, 4-21--434,6-21=283,6-20=-636,7-20=490,7-19=-669. B-19=709.8-18=-982,9-18--328,10-18=1264, iO-17=1590,11-17=-687, 11-16=338, 12-1&=-W5, 12-15=106 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless othermse indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads per Table No. 16-B, UBC -94. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSVTPi 1-1995 criteria. LOAD CASE(S) Standard RUlLC3' DEpA COW4 ® tt/ARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITet connectors. This design Is based only upon parameters shown. and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, Quality control, storage, delivery, erection, and bracing, consult OST -89 Quality Standard, DSB- E9 Bracing Specification, and HIB -91 Handling Instaltatlon and Bracing Recommendation available from Buss l Plate Institute, 593 D'Onoirio Drive, Madison, WI 53719 MTek IndUsin is, Inc. 7.711 'rl—IM*0N '1N1 Siwgnnwi Nal tw w, ii OQRpfESs�r� 'u tY NO. C040919 t EXP 9.30 -tori-, October 11,2000 7 -W7 '11,10n x 2x4 I I 5x5 = 3x5 - 5x8 5x5 = 2x411 3x5 �li, 3x5 - 3x5 - TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL DEPT. 3BqL.,�DG. .0.,11-4 7.0-1 i 143-6 I 21-7-0 F434 31-7-8 f " l 41-7-8 + 48-10-15 I 56-104 I 0-11-4 7-0-1 7-3-8 736 2-8-8 7-4-0 2-88 73-0 7-3.8 7-115 Plate ullsets. LOADING tO SPACING 2-0-0 CSI DEFL (n) (loc) Udetl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.49 Vert(LL) -0.12 2 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.23 21-22 >999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.04 13 n/a BCDL 7.0 Code UBCIANS195 1 st LC LL Min Vdefl = 360 Weight: 337 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.ldBtr-G TOP CHORD Sheathed or 4-7-9 on center pudin spacing. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: WEBS 2 X 4 DF Stud/Std-G 6-D-0-on'centerbracmg::-------_� SLIDER Left 2 X 4 DF No.13Btr 3-7-4 WEBS -----1 Row at<midpt — 6-20, 7-19, 9-18,11=17—° �,�' 2 Rows at 1/3 pts 8.18,10.17 REACTIONS (Ib/size) 2-957/0-3-8,17=2118/03-8,13=517/0-3-8 Max Grav 2cS98Qoad case 3),17-2118(load case 1),13=5710oad case 4) FORCES ((Ib)) - First Load Case Only TOP CHORD 1-2=9, 23=-1527, 3-4=-1527, 45=1060, 5-6=-1060, 6-7=441, 7-8=-331, 8-9=237,9-10=262. 10-11=650,11-12=89,12-13=-469,13-14=17 BOT CHORD 2-22=1373,21-22=1373.20-21=978.19-20=499,18-19=315,17-18=-6W, 16-17=-87,15-16=431,13-15--431 WEBS 4-22=100, 4-21--434,6-21=283,6-20=-636,7-20=490,7-19=-669. B-19=709.8-18=-982,9-18--328,10-18=1264, iO-17=1590,11-17=-687, 11-16=338, 12-1&=-W5, 12-15=106 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless othermse indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads per Table No. 16-B, UBC -94. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSVTPi 1-1995 criteria. LOAD CASE(S) Standard RUlLC3' DEpA COW4 ® tt/ARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITet connectors. This design Is based only upon parameters shown. and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, Quality control, storage, delivery, erection, and bracing, consult OST -89 Quality Standard, DSB- E9 Bracing Specification, and HIB -91 Handling Instaltatlon and Bracing Recommendation available from Buss l Plate Institute, 593 D'Onoirio Drive, Madison, WI 53719 MTek IndUsin is, Inc. 7.711 'rl—IM*0N '1N1 Siwgnnwi Nal tw w, ii OQRpfESs�r� 'u tY NO. C040919 t EXP 9.30 -tori-, October 11,2000 7 -W7 '11,10n -da Job I rusS I russ I ype R3899113 M823 B1 ROOF TRUSS 5 1 2-0-� 7-115 15-2-12 22-6A 35-2-17 32-642 - P3 -q 425-12 49-10-3 57-9.8 j9.�ale: 3/32/1=1' 2 0 0 7-115 73 8 75-8 285 7-4-0 2-8 8 73-8 73-8 7415 2-0-0 5,00 (i£ 5x8 - 5X5 -CKING & BRACING 5x5 6 7 4R 8QBLOUIRED AT SUPPORT 5x5 5x6 C> 3x5 4� 9 3x5 0 3) 10 1 2 1112 4x5= 20 19 18 17 16 .. 15 14 13 4x5 - o 2x4 I I 5x5 - 3x5 = 5x8 - 5x5= 2x4 I I 3x5 - 3x5 - TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG. DEPT. I 7-115 i 15-2-12 I 22-6-4 35-2-1? 32-6-12 R5 -3:j 42-6-12 49-10-3 I 57-9 8. 1 7415 73-6 73-8 2-8-8 7-4-0 2.841 73-8 73-8 7-115 Fiala Utlsets LOADING sf) SPACING 2-0.0 CSI DEFL (in poc)) 11doll PLATES GRIP TCLL �6.0 Plates Increase 1.15 TC 0.50 Vert(LL) -0.1 19-20 >999 LUC 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.51 Vert(TL) -0.24 19-20 >999 BCLL 0.0Rep Stress Incr YES WB 0.64 Hotz(rL) 0.04 11 n/a BCDL 7.0 Code USCIANS06 1st LC LL Min Well = 360 Weight: 335 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 4.4-12 on center purlin spacing. BOT CHORD 2 X 4 DF No.1SBtr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G WEBS 1 stow at midpt 4-18.5-17.7-16.9-16 2 Rows at 1/3 pts 6-16.8-15 REACTIONS (Ib/size) 2=963/0-3-8,15=2211/03-8,11=473/0-3-8 Max Grav 2-1004(load case 3), 15=2211(load case 1),11=5590oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1601, 3-4=-1053, 4.5=-498, 5-6=-279, 6-7=317, 7-8=338, 8-9=764, 9-10-202,10-11-357,11-12=17 BOT CHORD 2-20--1471,19-20=147i. 18-19--967,17-18=460,16-17=267,15-16=-705,14-15--191.13-14--328.11-13=328. WEBS 3-20-106,3-19=-549.4-19=331,4-18=-6W, 5-18=524,5-17=-698.6-17=737.6-16--1040,7-16=-M, 8.16=1350, 8-15=-1682, 9-15 688, 9-14 38, 10-14=566,10-13.105 NOTES - 1) This truss has been checked for unbalanced loading conditions. 'Provide adequate drainage to prevent water ponding. 3All plates are M20 plates unless otherwise indicated. 4 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. 6�A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard COU�A ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with Mfrek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibirdy of the erector. m Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult GST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrio Drive, Madison, col 53719 Mitek Industries, Inc. ��RpFESS/p�� pONG G NO. C049919 EXP 9-30.0 October 11,2000 ZZ/01 'd-10WON '1Nf caluicnnwi Naiiw w,,I1 7 nnn7-II',1A o ,russ I 15.2-12 i 22-6-4 truss type Qty Flq-]NM 2-0-07-11-5 75.8 7-38 288 7-4-0 I 2-8 8 75-8 7-35 7-115 2-0-0 83899114 M823 1182 ROOF TRUSS 1 1 5X5=RiauVVED AT SUPPORT -- — • „.-.—.. cn --—, IIIY. VT— w1 1 1 uO,GY.JY GVW r-`4ge 1 2-0:y 7-115 I 15.2-12 i 22-6-4 �5-2-1 32.6-12 �53 42-6-12 + 49-103 57-9±--v, ale: 3/32"=1' 2-0-07-11-5 75.8 7-38 288 7-4-0 I 2-8 8 75-8 7-35 7-115 2-0-0 5,00 FIT 5x8 - BJOpM a BRACING 5X5=RiauVVED AT SUPPORT I 49-10-3 I 5795 i 7-115 7-3-8 7-3-8 2-88 7-4-0 298 7-31-8 3x56 4x5 5x5 LOADING fps>) 7 5x6 CSI DEFL 0nQoc) Vdefl . 5 8 16.0 0 3x5 4 Vert(LL) -0.12 19-26 9 3x5 M20 2201195 TCDL 7.0 Lumber Increase 1.15 BC 0.51 Vert(TL) -02419-20 o BCL. 10 t� � Rep Stress Incr YES 1 2 f. Na 1112 0 4x5 - Code UBC/ANS195 1 st L LL Mn Vdetl = 360 4x5 - o 20 19 18 17 -16 115 14 13 LUMBER TOP CHORD 2 X 4 DF No.1&B1r-G BOT CHORD 2 X 4 DF No.1&Btr-G WEBS 2 X 4 DF Stud/Std-G BRACING TOP CHORD Sheathed or 48-12 on center pudin spacing. BOT CHORD Rigid ceiling directly applied or 6.0-0 on center bracing. WEBS 1 stow at mrdpt 4-18,5-17,7-16.9-15 2 Rows at 1/3 pts 6-16,8-15 REACTIONS (Ib/size) 2--963/G.3-8.15--7211/0-3-8. 11=473/0-3-8 MaxGrav2=10040oad case 3),15=22110oad case 1), 11=5590oad case 4) FORCES (1b) - First Load Case Only TOP CHORD 1-2=17, 23=-1601, 3-4=-1053, 4598, 5-6=-279, 6-7=317, 7-8=338, 8-9--764, 9-10=202,10.11=357,11-12=17 BOT CHORD 2-20=1471.19.20=1471,18-19--967,17-18=460, lr%-17=267,15-16=705,14-15---191,13-14=328,11-13=328 WEBS 3 -20=106,3 -1949,4 -19=331,4 -18= -680,5 -18=524,5.17= -698,6-17=737,6-16=-1040,7-16=-362,8-16=1350,8-15=-1682,9-15 =688,944=338, IG -14=-566.10-13=106 NOTES 1 This truss has been checked for unbalanced loading conditions. 2 Provide adequate drainage to prevent water ponding. 3 All plates are M20 plates unless otherwise Indicated. 4 This truss has been designed for a'10.0 psf bottom chord live load nonooncurrent with any other five loads per Table No. 16-B. US(—'94. 5 A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard Cls BUS CO�J� t ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Desigh valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is far lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. ,u Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -aft Quarry Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 683 O'Onofrio Drive, Madison, W163719 MiTek IitduSlTles, Inc. Z/ll d^lOti6'oN IN SaIAICnflNI NgIIW WrIRI vgomsSIp�,� ONG y`GY ;x .� NO. C019919 i EXP 9.30-00 11,2000 7—f1117 11111011 2x4 11 5x5 3x5 - 5X8-= 5x5 - 2x4 11 3x5 - 3x5 TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG. DEPT. 7-11-5 I 15-2-12 i 22-6-0 35-2-1? 32-6-12 �5 j- 42-6-12 I 49-10-3 I 5795 i 7-115 7-3-8 7-3-8 2-88 7-4-0 298 7-31-8 7-3-8 7-115 Plate UllselS,_ LOADING fps>) SPACING 2.0-0 CSI DEFL 0nQoc) Vdefl . PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.50 Vert(LL) -0.12 19-26 >999 M20 2201195 TCDL 7.0 Lumber Increase 1.15 BC 0.51 Vert(TL) -02419-20 >999 BCL. 0.0 Rep Stress Incr YES WB 0.64 Horz ) 0.04 11 Na BCDL 7.0 Code UBC/ANS195 1 st L LL Mn Vdetl = 360 Weight: 335 ib LUMBER TOP CHORD 2 X 4 DF No.1&B1r-G BOT CHORD 2 X 4 DF No.1&Btr-G WEBS 2 X 4 DF Stud/Std-G BRACING TOP CHORD Sheathed or 48-12 on center pudin spacing. BOT CHORD Rigid ceiling directly applied or 6.0-0 on center bracing. WEBS 1 stow at mrdpt 4-18,5-17,7-16.9-15 2 Rows at 1/3 pts 6-16,8-15 REACTIONS (Ib/size) 2--963/G.3-8.15--7211/0-3-8. 11=473/0-3-8 MaxGrav2=10040oad case 3),15=22110oad case 1), 11=5590oad case 4) FORCES (1b) - First Load Case Only TOP CHORD 1-2=17, 23=-1601, 3-4=-1053, 4598, 5-6=-279, 6-7=317, 7-8=338, 8-9--764, 9-10=202,10.11=357,11-12=17 BOT CHORD 2-20=1471.19.20=1471,18-19--967,17-18=460, lr%-17=267,15-16=705,14-15---191,13-14=328,11-13=328 WEBS 3 -20=106,3 -1949,4 -19=331,4 -18= -680,5 -18=524,5.17= -698,6-17=737,6-16=-1040,7-16=-362,8-16=1350,8-15=-1682,9-15 =688,944=338, IG -14=-566.10-13=106 NOTES 1 This truss has been checked for unbalanced loading conditions. 2 Provide adequate drainage to prevent water ponding. 3 All plates are M20 plates unless otherwise Indicated. 4 This truss has been designed for a'10.0 psf bottom chord live load nonooncurrent with any other five loads per Table No. 16-B. US(—'94. 5 A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard Cls BUS CO�J� t ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Desigh valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is far lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. ,u Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -aft Quarry Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 683 O'Onofrio Drive, Madison, W163719 MiTek IitduSlTles, Inc. Z/ll d^lOti6'oN IN SaIAICnflNI NgIIW WrIRI vgomsSIp�,� ONG y`GY ;x .� NO. C019919 i EXP 9.30-00 11,2000 7—f1117 11111011 Job. . fussrus5 yp0 SPACING ply lqvc-- DEFL % (los) WWI PLATES GRIP 83899115 M823 B3 ROOF TRUSS 1 1 Vert(LL) rnubQ�IU,11u ,r\GW-11V,. a.vv1 1.v-.+4 . wr r raaa au 1 un alwaulw, mc. vvw vcr 1 t vo:cw:au cuVV rage I 8.8-0 Scale = 1:122.6 2A Q 4-7-14 8-64 12-1141 17-2-8 21-2-10,25-2-12, 32-6-12 J5 -3:j 42-6-12 i 49-103 I 57-M 19-9-a 2AA 4-7-14 3-10-6 4.3.4 43-4 4-0-2 4-0-2 7345 2-8 6 733 7.3-8 7-11-5 2AA 0-1-12 TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. 5.00 � DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG. DEPT. BLOCKING & BRACING 5x5 - 5x5 - REQUIRED AT SUPPORT' 3X5 8 9 2x4 11 g�OCKING & BRACING 5x5 � 2x4 117 10 5 1RED AT SUPPORT - I? 0 0 01 2x4 2x4 11 5 .0� , 4 / {^ 3 t f/ 19 2U 5x8 = 18 4.00 F f'£ .s 5x8 = 5x8 11 3x5, 12 1-1,7 16 15 3x8 - 5x5 - 2x411 I 89.0 I 17-2-8 I 25-9-0 I 3534 I 42-6-12 1 49-10-3 I 57-9-8 1 8-" 8-6-8 8-6-8 9-64 73-8 73.8 7-11.5 r 1314 c LOADING (psfl SPACING 2-0-0 CSI DEFL % (los) WWI PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.48 Vert(LL) -0.2$ 19-26 2,999 N20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.51 Vert -0,49 19-20 2,650 BCLL 0.0 Rep Stress Inc( YES WB 0.95 Harz(TL) 0.03 13 n/a BCDL 7.0 Code UBC/ANS195 1st LC LL Min I/defl m 360 Weight: 316 lb LUMBER TOP CHORD 2 X 4 DF No.1&Bir-G BOT CHORD 2 X 4 DF No.1 &Btr-G WEBS 2 X 4 DF Stud/Std-G BRACING TOP CHORD Sheathed or 6-0-0 on center pudin spacing. BOT CHORD Rigid ceilingg directly applied or 6-0-0 on center bracing. WEBS 1 Row at micipt 7-18, 8-18,9-17,10-17,11-17 REACTIONS (ib/size) 2-1621038, 20=1115/0-3-8,17=1823/0-3-8, 13=548/03-8 Max Grav 20=1194goad case 3), 17=1823(load case 1),13=5810oad case 4) FORCES pb) - First Load Case Only TOP CHORD 1-2=17.2-3=237,3-4--477,4-6--477,6-6---505.6-7=-505. 7-8--122,8-9---102,9-10=573. 10-11=572,11-12=12,12-13=-546, 13.14=17 BOT CHORD 2-20=-217, 19.20=177,18-19=292, 17-18--266,16.17-76, 15-16=502,13-15=502 WEBS 3-20=246,4-20=-193.5-20=-968,5-19--346, r-19-192,7-19=342,7-18=-361,8-18--214.9-18=678.9-17=1055, 10-17=227.111-117=687,11-16=337, 12-16=-564,12-15=106 . NOTES - - - 1) This truss has been checked for unbalanced loading conditions. 2 Provide adequate drainage to prevent water ponding. 3 All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with arty other live loads per Table No. 16-B, UBC -94. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed With ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard ����8U COU I i ArNG ATMI�, " A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MtTek connectors. This design is based only upon parameters shown, and Is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. w Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding Fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DS13- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 **Tek Industries, Inc. ZZ/Z[ 'd--10WON '1N1 gg1A1qnnW[ Vg11W Wrlhi'7 October 11,2000 —nnn7 li )gin Job russ I russ I ype QIY �_]_Nlx DEFL Qn) (loc Well M823 BPi ROOF TRUSS 1 1 83899117 Toss, um er, m tMOING. CA 9ou 31Justries. Inc.UffT"T74-JrZWlT7r5-9eFT M O r "_0 Scale = 1:135.4 -�-O� 4-7-14 ,8-6T 4 12-114, 17-2.8 , 24-4-12 25j2rr12 32-6-12 353-j 42.6-12 I 49-10.3 57-9.8 �9-9-p 2.0-04-7-14 3-10-6 43-4 4.3-47-2-4 0-10-07-3-15 2.8-8 7.3-0 73-8 7.11-5 2-0-0� 0.1-12 5.00 r1'£ 4X6 = 8!_OMNG & BRACING 3x8 �,- 4xWOUIRED AT SUPPORT eLOCKNG & BRACING "ISMIRED AT SUPPORTS 5x8 = :t 5x6 = 3x5 = 3x5 = 5x5= 3x10= 4x5 = 4'00 PT TEMP. AND PERMANENT BRACING PLAN SHALL BE DESIGNED BY QUALIFIED BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND LOCAL BLDG. DEPT. 1 8-8-0 I 17-2-8 I 25-941 I 353-4 I 42.6-12 1 48341 I 57-M 8-0-0 8-6-8 8.6-8 9.6.4 73-8 6.2-12 9-0-0 LOADING (ps0 SPACING 240-0 CSI DEFL Qn) (loc Well PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0,31 Ved(LL) -0. 42 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.36 Ved((TTLL) -0.17 42-43 >999 BCLL 0.0 Rep Stress Incr YES WB 0,76 Horz(TL) 0.03 40 n/a BCDL 7.0 Code UBCIANSI95 (Matri4 1st LC LL Min 11deft = 360 Weight: 403 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.I&Btr-G TOP CHORD Sheathed or 6-0-0 on center purliin spacing. BOT CHORD 2 X 4 DF No.l&Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing, Except: WEBS 2 X 4 DF Stud/Std-G 10-0-0 on center bracing: 43.44,. OTHERS 2 X 4 DF Stud/Std-G WEBS 1 Row at midpt 544.742 5-40 on carder bracing: 7-38 REACTIONS (Ib/size) 2=110/0-3-8, 44=1319/03-8, 39=342/16'-8, 38=329/163-0, 40=1115/0-3.8, 37=531163-8, 36=106/16-0-8, 35=731163.8, 34=104!163-8, 32=203/16-3-8 Max Upl'd137=-62(load case 2) Max Grav 2=112(load case 3), 44-1319(load case 1), 39=386(load case 4), 38=329(load case 1), 40=1115Qoad easel), 36=106(load case 1), 35=73(load case 4), 34--126(load case 2), 32=234(load case 4) FORCES ((lb)) -First Load Case On TOP CHORD 1-2=34, 2-3=382; 3620, 45=617, 5.6 =-784, 6.7=817, 7-8=-12, 8-9=49; 9-10=49,10-11=49,11-12=49, 12-13=49;13-14=49, 1415=45, 15.16 9,16-17=67 ,17-18---92,18.19=70,19-20=58, 20-21=45, 21-22=34, 22-23=91, 23-24=82, 2425=63, 25.26=52, 26-27=29, 27-28--83,28-29=45,29-30=53,30-31=49, 31-32=62,3234 BOT CHORD 2-44=311, 43-44=261, 42-43=414, 41-42=269, 40-41=-181, 39-40=51, 3839=51, 3738-37, 3637=37, 3536=37, 34-35=37, 3234=37 WEBS 3-44=-251, 4-44=-209, 5.44=-1224, 5-43=541, 6-43= 285, 7.43=463, 7-42=-185, 745-433,4546=423,46-47=43S, 47-48--476.48-49=-302,49-50=-338. 5051=347, 5152=-354, 52-53=06, 53-54=201, 5455=154, 5556=150, 6"7=139,57-58=130,68-59=115, 59-60=30,60-6i-13,61-62=7,62-63--4, 38-63=3, 3959=-243, 40-53=-967, 41-48=-423, 42-48=178, 4153=647, 4059=-138,1350=-22,12-49x86,11-47=-108,1031, 9.45=24,15-51-19, 1652=-136,17-54=125,1855=5,1956=-30, 2057=-22, 2158=-39, 2350=-47, 24-61x•16, 25.62=31, 26-63=4, 27-38=-228, 28-37=32, 2936=76, 30-35-52,31-34-911.22-59=200 NOTES 1) This truss has been checked for unbalanced loading oonditionsl 2Provide adequate drainage to prevent water ponding. 3� All plates are M20 plates unless otherwise indicated. 4 All plates are 2x4 M20 unless otherwise indicated. 5� Gable studs spaced at 1-4-0 on center. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other five loads per Table No. 16-B, UBC -94. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others)) of truss to bearing plate capable of withstanding 62 Ib uplift at joint 37. 9) This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard 8VT Rvar�,..D11MG app ON .,� , A WARNING - Verify design paramerers and READ NOTES ON THIS AND REVERSE SIDE BEFORE. USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability dudrig conslrudlon is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the bultding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DSO - 89 Bracing SpectfioaUon, and HIB -91 Handling Installation and Bracing Recommendation available from Truss _1_ Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MTek indushieS, Inc. �O��,CifESS►�,�� ONG c ; C NO.�9 EXP - X04 ZZ/bl 'd- lObfi'oN 1N1 calAicnnNil vailw wrin7'7 -nnn7 •II -inn Job russ truss Type DEFL (n} (toc)) I/defl PLATES GRIP TCDL 7.0 BOLL M823 BT PIGGYBACK g 1 Rep Stress Incr YES Code UBC/ANSI95 moss. IumW, Horz(rL) 0.03 5 n/a R3899118 s e u nes, nc. • age 3.8-0 3.8-0 74-0 Scale 1:1 .2 3.8-0 3x4 = 5.00 FT£ 3 ro 2 4 �I .-I 7-4-0 LOADING (psi) TCLL 16.0 SPACING 2-0-0 Plates Increase 1.15 CSI TC 0.32 DEFL (n} (toc)) I/defl PLATES GRIP TCDL 7.0 BOLL Lumber Increase 1.15 BC 0.17 Vert(LL) -0.O4 2-d >999 Vert(TL) 0.08 2-4 >999 M20 220/195 0.0 BCDL 7.0 Rep Stress Incr YES Code UBC/ANSI95 WB 0.00 Horz(rL) 0.03 5 n/a 1st LC LL Min Udeft - 360 Weight: 18 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BRACING BOT CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 6-0-0 on center urlin p spacing. BOT CHORD R' Id ceiling dire r9 9 �y applied or 10-0-0 on center bracing. REACTIONS Ob/size) 1x211/03 -B, 5=211/03.8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=-64.2-3=a80, 3-4--380, 45•-64 BOT CHORD 2-4=367 NOTES 1 This thus has been checked for unbalanced loading conditions. 2; All plates are M20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Ilve.loads per -Table No. 16.8, UBC494. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing atjoint(s)1, 5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss hhas been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard R LlCOUN I i ILDING DEpA Mep ,a4adF I - NO. C(Lt EXPy 5 ®WARNING - Vc ri fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an individual �d building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. r_ y Additional permanent bracing of the overall structure Is the responsibility of the building designer. For gerieral guidance 88 regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST - Quality Standard, D$9- 69 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MTeI. I...1..�4.:..- Inc. N/91 'd-10WON 'SNI S11NISf1W ;�IIW_. AdIZ;7, (10(17, II,ion 00 0 ti Job- russ I rums I ypeNLA 24)-0 CSI DEFL (n) Qoc) Udeti M823 mnoc um ar P BTE M 1151MM _ PIGGYBACK 2 1 R3899119 - - __ - ___ ____.__. �...._�.... , .... .w.. ....• •, w.��..r•cww rays i 3-6.0 7-4-0 Stale= 1:14.3 9. -0-0 3-8-0 3-6.0 2- 3X4 = 5.00 r1'£ 3 2 4 1 5 r r 00 0 2x4 6-2-11 LOADING (Dst) SPACING 24)-0 CSI DEFL (n) Qoc) Udeti PLATES GRIP TCLL 16. Plates Increase 1.15 TC 0.03 Vert ) n/a - n/a M2 0 220/196 TCDL 7.0 Lumber Increase 1.15 BC 0.09 Vert(TIL) 0.00 4 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Holz(TL) 0.00 Na BCDL 7.0 Code UBC/ANSI95 1st LC LL Min Udell = 360 Weight: IS Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.16Btr-G TOP CHORD Sheathed or 640-0 on canter pudin spacing. BOT CHORD 2 X 4 DF No.13Btr-G BOT CHORD Rigid ceiling directly applied or 6-041 on center bracing. REACTIONS Ob/size) 2--I&VS-1-6, 4=185/5-1-6 Max Horz 2=1220oad case 1), 4=-1220oad case 1) FORCES (Ib) -First Load Case Only TOP CHORD 11-2=15,2-3=-134,34-134,44=6 BOT CHORD 2-4=0 NOTES 1) This truss has been checked for unbalanced loading conditions, 2) All plates are M20 plates unless otherwise Indicated. 3 Gable requires continuous bottom chord bearing.- 4) Gable studs spaced at 1-4-0 on center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads per Table No. 16-B, USC -04. 6� A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard BMTE 1 NITI RUP4 DING DEEPARTME111 P 0 V � l• A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MtTek connectors. This design is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibritty of the erector. to Additional permanent bracing of the overall structure Is the responsibllhy of the building designer. For general guidance regarding fabrication. Quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIS -91 Handling Installation and Bracing Recommendation available from Truss Piste Institute, 683 D'Onotrro Drive, Madison, WI 53718 ffiffek Indu51rlieSr Inc. ZZ/91 'd—IOV6'9N IN ggiNiSnnNI Nqi iw Wr177 Ql;0FES81pO ONG YG E1, NO.0049919 EXP 04 October 11,2000 7 —M7 •ii i3n b 12-11A Scale = 1:102.3 2-0.9 4-7-14 8-6-48-�-0 17-2-8 .20-9-10,24A-12, 30-1-12 35-10-12 41-7-12 485-8 150 9 2.0-0 4-7-14 3-10-6 43 3-4-4 4 3.7-2 3-7- 5-9-0 5.9-0 5-9-0 7-1-12 2-M 0-1-12 5.00 (fif x5 = 0 19 14-71 6 BLOCKING & BRACIG REQUIRE® AT SUPPOSIT: 3x5 5X5-;1 2x411 7 J 3x5 9 BLOCKING & BRACING REQUIRED AT Al ICPORT 5x8 - 5X10= 3X5= . 5X5= 4.00 FIT B-8-0 17-2-8 255-0 334" 41.7-12 48.9-0 8-8-0 8-" 8.6-8 7-11-6 7-11.6 7-1-12 LOADING SPACING 2-0-0 CSI DEFIL Qn �oc) Udefl PLATES GRIP TCLL 6.0 Plates Increase 1.15 TC 0.36 Vert(LL) -0. 1 -188 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.39 Vert(rQ -0.17 17-18 >999 BCLL 0.0 Rep Stress lncr YES WS 0.63 Horz(n) 0.05 14 Na BCDL 7.0 Code UBCIANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 256 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Btu-G BOT CHORD Rigld ceiling directly applied or 10.0.0 on center bracing, Except: WEBS 2 X 4 DF Stud/Std-G 6-0-0 on center bracing: 2-19,. WEBS 1 Row at midpt 5-19.7-17,9-16,9-15.10-14 REACTIONS (Ib/size) 2=35/0-3-8,19=1614/0-3-8,14=1268/D-3-8,12=191/0-3-8 Max Upiit12=590oad case 4) Max Grav 2--91 (toad case 3), 19=1 614Qoad case 1),14=12680oad case 1),12=2190oad case 4) FORCES (1b) - First Load Case Only TOP CHORD 1-2=34, 23=565, 3-4=807, 4-0=806, 5 -6✓ -1092, r>-7=1088,7-8=708.8-9=-783.9-10=4143, 10-11=277,11-12=3DO, 12-13=34 < BOT CHORD 2-19=-478,18.19=356,17-18=855,16-17=680, 15-16=768,14-15--655,12-14-214 WEBS 3-119-257.4-19-203, 6-19=-1643,5-18=765, 6-118-1190,7-18=3411, 7-17--327,8-17=316, 9-16=-198, 9-1"-6,10-15=200,10-14=-1197,11-14---319 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise Indicated. 3 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. 4A plate rating reduction of 20% has been applied for the green lumber members. 5; Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 Ib uplift at joint 2. 66}) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ONG BUTTE CGIOUIU I '� o 1RUILDINoICa DEPARTI�E1��.,i _ .�, NO. cap -A 'R - AWA RNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MFTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown Is for lateral support at Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibiilly of the erector. r. y Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Speclncatlon, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MITec Industries, Inc. ZZ/Ll 'd-10WON 10 R1181 MI M1li—wr17.7:7 —nnn7 '11-100 R3899121 12-11-4 Scale = 1:102.3 12-0-0{ 3-4 4-7-14 , 8-6.4 81-0 17-2.8 20-0-10 24-4-12 30-9-12 37-2-12 43-7-12 48-9 8 0-91 2-0-0 4-7-14 3-10.6 4-34 4 3-7-2 3-7- 65-0 65-0 65-0 5-1.12 2-0-0 0-1.12 5.00 (ice 25x5 = BLOCKING & BRACING REQUIRED AT SUPPORT 3X5' '�-- 8 BLOCKING it BRA 2x411 7 3x5 REQUIRED AT SUPwignu P RT - 5x8 = 5x10= 3x5= 5x5 - 4.00 r1'£ r 8-8-0 I 17-2.8 I 25.9-0 1 34-8-6 f 43-7-12 � 4898—r 8-8-0 8-6-8 8-6-0 8-11.6 8-11-6 5-1-12 LOADING (ps9 % SPACING 2-0-0 CSI 028 DEFL S (loc) Verl(LL) -0.10 1$-18 I/defl >999 PLATES GRIP M20 220/195 TCLL Plates Increase 1.15 TC TCDL 7.0 Lumber Increase 1.15 BC 0.45 Vert(TL) -0.1915-16 >999 BCLL 0.0Rep Stress Incr YES WB 0.69 Horz ) 0.06 14 n1a BCDL 7.0 Code UBC/ANS195 (Matrix) 1st LLL Min Vdefl = 360 Weight: 255 Ib LUMBER TOP CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD 2 X 4 OF No.13Btr-G WEBS 2 X 4 DF Stud/Std-G BRACING TOP CHORD Sheathed or 5-11-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10.0-0 on center bracing, Except: 6.0-0 on center bracing: 2-19,. WEBS 1 Row at midpt 5-19.7-17.9-16, 1G-14 REACTIONS Qb/size) 2=1210-3-8,19=1742/0-3-8,14--1214/0-3-8.12=164/&3-8 3-8,19=1742/0-3-8,14=1214/03-8,12=164/&3-8 Max Uplift2=-100(load case 4) Max Gray 2=63(load case 3),19=1742(load case 1),14=112140oad case 1),12=187(load case 4) FORCES (1b) - First Load Case Only TOPCHORD 1-2=34, 2-3=682, 3-4--926, 45--925, 5-61164, 6-7=1161, 7-8808, 8-9=-901, 9-1D=1130,10-1104,11-12=199,12-134 BOT CHORD 2-19=-586.19-19--341,17-18=940,16-17=786,16-16=959,14-16--SW, 12-14=136 WEBS 3.19=-260, 4-19=-205, 5-19=-1796, 5-18=849, 6-18=193, 7-18=311, 7-17=300, 8-17=375, 9-16=332, 9-15=71,10-15=75, 10.14=-1370,11-14=276 NOTES 1 This truss has been checked for unbalanced loading conditions. 2 Ail plates are M20 plates unless otherwise indicated. 3 This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads per Table No. 16-8, UBC -94. A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint 2. This truss has been designed with ANSLrrPI 1-1995 criteria. LOAD CASE(S) Standard BUS G'40""U'KIJI i 1 RUI LDI NG DEP!A QAA- A Pa P R () V r- ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building deslgner - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the bullding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DS8- 69 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss _'I —J Plate Institute, 683 D'Onoftio Drive, Madison, WI 53719 i�T ek IflduSfrlESr Inc. ON �Y coo. et>!s�c EXP qw U81 'd-1OW-ON 1NI S1lNlgf1(1N1 NgIIW WrIS:7:7 W7 '11.130 -Job I fuss I russ ype uty ply R3899122 M823 C2 ROOF TRUSS 12 1 IIIV>J.WINO....--u- , —ww, —a— . ,.aa nu, cn uau—ulw, uw. VVVU VV%11 wo L-#.Qo LVMY rage! i2_0:( 4-7-0 I 8-6-4164" 24-0-12 I 30-0-12 I 37.2-12 i 43-7-12 48-9-s = 1:102.0 2-0-0 4-7-0 3-114 7-114 7-114 65-0 65-0 6.5.0 5-1-12 2-0.0 5x5 - BLOCKING & BRACING5.00 r1'£ REOUIRED AT SUPPORT: 3x5 51 BLOCKING & BRACING 5x5 REQUIRED AT SUPPORT: 3x5 = 5x5 _:_:. 3x8 - 5x5 - 3x5 - 2x4 11 8-64 I 165-8 1 24-4-12 i 30-9-12 I 37-2-12 i 43-7-12 i 48-9-8_ I - 85-4 7-114 7-114 65-0 65.0 65-0 5-1-12 LOADING (psi) SPACING, 24).0 CSI DEFL (n� (loc) Udall PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.43 V-t(LL) -0.1 151- >999 IN20 2201195 TCDL 7.0 Lumber Increase 1.15 BC 0.49 Vert(TL) -0.22 16-16 :,-M BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz L 0.02 12 Na BCDL 7.0 Code UBC/ANSI95 Ist LC LL Min Vdefl=360 Weight: 252 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.t&Btr-G TOP CHORD Sheathed or 541-6 on center pudin spacing. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rr'gid ceiling directly applied or 6.0-0 on tenter bracing. WEBS 2 X 4 DF Stud/Std-G WEBS 1 Row at midpt 5-15, 7-15 REACTIONS (Ib/size) 2=23610.3.8,17=14341038,12=1277!038,10=161/0,35 Nlax Grav 2=2660oad case 3),17-14340oad case 1),12=12770oad case 1),10=1800oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17,2-3=48.3-4--292.4-5---886, &6-897,15-7=497,7-8-1 M, 8-9--1112,9-10--221, 10.11=17 BOT CHORD 2-17=-44, 16 -17-239,15-16=818,14-.15=1057,13.14=1032,12-13=-202,10.12-202 WEBS 3-17=247.4-17-1218.4-16=1 164, 5.16=-376, 5-15=14, 6-15=360, 7-15=353, 7-14=71, 8.14=31, 8-113=—V7,9-13=1297,9-12-1 197 NOTES 1) This truss has been checked for unbalanced loading conditions. . - -- - - -- - 2) All plates are M20 plates unless otherwise indicated. 3 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -94. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5 This truss has been designed with ANSVTPi 1-1995 criteria. LOAD CASE(S) Standard WON" IDEF� 0 V A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITak connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. TM Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. ZZ/61 A-10WON 1N1 gaimignnwi Nai'Iw w�t.7 ONG yG October ,2000 7 —nnn7 '11'13n ct-ll, 1000- 2:25PM,p8 MITEK-INDUSTRIES INC. CE I ROOF TRUE6 -N-o..9.401-P . 22/22- n.�s12s r2-o�� 7.0 1 8.6-4 I 16-5-e a 24.4-12 i 3_ 9-12 37-2-12 I 43-7-12 4"-8 S = 1:102.0 2-" 4-7-0 3-11-0 7-11.4 7-11A 65-0 65-0 65-0 5-1.12 2-0-0 4x6 = 5.00 Fff LUMBER TOP CHORD 2 X 4 OF No.1&B1r-G BOT CHORD 2 X 4 DF No.16Btrd3 OTHERS 2 X 4 DF Stud/Std-G BRACING - TOP CHORD Sheathed or 6-0-0 on center purtii► spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 2059,19.60,18-61,17-62.22-58,23-57,24-56, 2555 REACTIONS Qb(size) 2=221/48-0-8, 65=41485-8, 53=5/48-9-8, 39=221/48-9-8, 59-81/46-9-8, 60=80/489-8, 61-80/48-9-8,62=80/48-9,.8.63=81/49-M, 64-77/48-9-8, 66=77/469-6, 67-81/4818, 68=8Ct46'9.8, 69=80/46-9-6, 70=60/46.9-8, 71=8D/4g-9-8, 72=80/48-9-8, 73=81/4$-9-8 Max Horz 2=11Coad case 1), 39-11 Qoad case 1) Max Grav 65=11 goad case 2),53--11 (load=2 ),'221(load case; ), 59-81 Qoad case; ), 60=81 Qoad case ), 61=(load case ), 62=80(load case 1), 63=81(load case 1), 64=77(load 3 , 66=77 oad case 1), 67=81 oad case 1), 68=80 oad case 3), 69=8 oad case 1). 70=80 oad case 3), 71 =80oad case 1). 72=80 load case 3 , 73=81 oad case 3 FORCES cab) - First Load Case Only TOP CHORD 1-2=34, 2 -3✓ -44, 3.4=-19, 45=-24, 5-6=-23, 6=7n-23, 7-8=-23, 8-9=-2, 9-10=-23,10-11-23,11-12=-23, 12-13=-23,13-14=23,14-15=-23,15-16--23,16-17=-23, 17-18=23, 18-19=-23,19-20=23, 20-21=-23, 21-22=23, 22-23=-23, 23.24=23, 24-25=-23, 26-26=-23, 26-27=23, 27-28=23, 28-29=23, 2990=-23, 3031=23, 31-32-23, 32.33=-23, 33.34=-23, 34-35=-23, 3536=23, 36-07-24, 37.38 -19; 3849;�:a43, " 39-40=34 BOT CHORD 2-76=D, 75-76--0.74-75=0. 73-74--0.72-73--0,71-72=0, 70-71=0, 69-70=0, 68-69=0, 67-68--0,66-67=0. 65.66=0 64-65=0, 63-64--0,62-63=0. 61.62=0, 60-61--0,59-60=0. 58-59=0, 57.58=0, 5657=0, 55-66--0,54-55=0. 5354=0, 52-53--0, 5152=0, 5051=0, 49-50=0, 48-49--0,47-48--0.46-47--0,46-46=0, 4445--0,43-44--0, 42.43=0, 41-42=0, 39-41=0 WEBS 20 -59= -61,19 -60=51,18 -61=-61,17-M=-61.16-63--61,15-64=-61,14-66=-61,13-67=-61,12-6 8=81, 11-69=-61,10-70=51, 9-71=-61, 7-72=-61, 6-73=-62, 6-74=60, 4-75=57, 3-76=-49, 2258=-61, 23-57=-61, 2456=-61, 25-55=51, 2654=-61, 27-52=61, 2851=-61, 2950=-61, 30-49=51, 31-48=-91, 32-47=-62, 33-46=-61,34-45---61,35-44---62,,3643=-60,3742=-67,38-41=-49 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 All plates are M20 plates unless otherwise indicated. . 3� All plates are 2x4 M20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. �- U��)U 6Syj Gable studs spaced at 1-4-0 on center. /r '� Aj4 This truss has been designed for a 10.0 psi bottom chord live load nonconcurreni with any other live loads per Table No. / U � 16-13, UBC -94. 8; Alate ratio reduction of 20% has been applied for the green lumber members. a G This truss has been has with ANSIr 1-1995 critria. � BUTTE70 LOAD CASE(S) Standardp ! r NO, ('341W19 V NG DEPARTME y -) Ex"y-30 P P F CAL ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, Quality, control, storage, delivery, erection, and bracing, consult QST48 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, SW D'Onofrio Drive, Madison, WI 53719 MITek Industries, Inc. October 11,2000 1 i _-L324 2526272829 4x6 1 1 1 x5 1 1 30 3132 6 7:- -- - 3334353637 5 3 4 38 vz1r? -------- 39404 7675747372717069686766646362616059585756555U25150494 748 464544434241 4x5 = 4x6 - 4x6 - 4x5 - 8-6-4 l 165$ 24-4-12 i 30-0.12 37-2-12 f 43.7-12 48-9-8 8-64 7-11.4 7-114 l 65-0 6-5-0 6-5-0 5-1-12 Plate ge LOADING(per SPACING 2-0-0 CSI DEFL Qn) (loc) I/defl PLATES GRIP TCLL i6.b Plates Increase 1.15 TC 0.18 Vert(LL) Na - Na M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.08 Vert(TL) 0.03 1-2 >834 BCLL 0.0 Rep Stress Incr YES WS 0.06 Horz(TL) 0.00 Na BCDL 7.0 Code UBC/ANSI95 @Mrbo 1st LC LL Wn I/defl = 360 Weigh 383 Ib LUMBER TOP CHORD 2 X 4 OF No.1&B1r-G BOT CHORD 2 X 4 DF No.16Btrd3 OTHERS 2 X 4 DF Stud/Std-G BRACING - TOP CHORD Sheathed or 6-0-0 on center purtii► spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 2059,19.60,18-61,17-62.22-58,23-57,24-56, 2555 REACTIONS Qb(size) 2=221/48-0-8, 65=41485-8, 53=5/48-9-8, 39=221/48-9-8, 59-81/46-9-8, 60=80/489-8, 61-80/48-9-8,62=80/48-9,.8.63=81/49-M, 64-77/48-9-8, 66=77/469-6, 67-81/4818, 68=8Ct46'9.8, 69=80/46-9-6, 70=60/46.9-8, 71=8D/4g-9-8, 72=80/48-9-8, 73=81/4$-9-8 Max Horz 2=11Coad case 1), 39-11 Qoad case 1) Max Grav 65=11 goad case 2),53--11 (load=2 ),'221(load case; ), 59-81 Qoad case; ), 60=81 Qoad case ), 61=(load case ), 62=80(load case 1), 63=81(load case 1), 64=77(load 3 , 66=77 oad case 1), 67=81 oad case 1), 68=80 oad case 3), 69=8 oad case 1). 70=80 oad case 3), 71 =80oad case 1). 72=80 load case 3 , 73=81 oad case 3 FORCES cab) - First Load Case Only TOP CHORD 1-2=34, 2 -3✓ -44, 3.4=-19, 45=-24, 5-6=-23, 6=7n-23, 7-8=-23, 8-9=-2, 9-10=-23,10-11-23,11-12=-23, 12-13=-23,13-14=23,14-15=-23,15-16--23,16-17=-23, 17-18=23, 18-19=-23,19-20=23, 20-21=-23, 21-22=23, 22-23=-23, 23.24=23, 24-25=-23, 26-26=-23, 26-27=23, 27-28=23, 28-29=23, 2990=-23, 3031=23, 31-32-23, 32.33=-23, 33.34=-23, 34-35=-23, 3536=23, 36-07-24, 37.38 -19; 3849;�:a43, " 39-40=34 BOT CHORD 2-76=D, 75-76--0.74-75=0. 73-74--0.72-73--0,71-72=0, 70-71=0, 69-70=0, 68-69=0, 67-68--0,66-67=0. 65.66=0 64-65=0, 63-64--0,62-63=0. 61.62=0, 60-61--0,59-60=0. 58-59=0, 57.58=0, 5657=0, 55-66--0,54-55=0. 5354=0, 52-53--0, 5152=0, 5051=0, 49-50=0, 48-49--0,47-48--0.46-47--0,46-46=0, 4445--0,43-44--0, 42.43=0, 41-42=0, 39-41=0 WEBS 20 -59= -61,19 -60=51,18 -61=-61,17-M=-61.16-63--61,15-64=-61,14-66=-61,13-67=-61,12-6 8=81, 11-69=-61,10-70=51, 9-71=-61, 7-72=-61, 6-73=-62, 6-74=60, 4-75=57, 3-76=-49, 2258=-61, 23-57=-61, 2456=-61, 25-55=51, 2654=-61, 27-52=61, 2851=-61, 2950=-61, 30-49=51, 31-48=-91, 32-47=-62, 33-46=-61,34-45---61,35-44---62,,3643=-60,3742=-67,38-41=-49 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 All plates are M20 plates unless otherwise indicated. . 3� All plates are 2x4 M20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. �- U��)U 6Syj Gable studs spaced at 1-4-0 on center. /r '� Aj4 This truss has been designed for a 10.0 psi bottom chord live load nonconcurreni with any other live loads per Table No. / U � 16-13, UBC -94. 8; Alate ratio reduction of 20% has been applied for the green lumber members. a G This truss has been has with ANSIr 1-1995 critria. � BUTTE70 LOAD CASE(S) Standardp ! r NO, ('341W19 V NG DEPARTME y -) Ex"y-30 P P F CAL ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, Quality, control, storage, delivery, erection, and bracing, consult QST48 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, SW D'Onofrio Drive, Madison, WI 53719 MITek Industries, Inc. October 11,2000 Job fuss ruse Type LM PLATES GRIP M20 220/195 . Weight 34 Ib NIA MiI23 CC MONO TRUSS 1 JPIY 1 83899123 ...___._.___.,._______,_..____. �.���....... . w....,•r.vnuwumuw,nlu. rrCYVUl11UO:L9:00L000 rages "-14 8-8-0 Scale = 1:28.7 43-14 3-10-2 1.5x4 11 ITiT`hA 51 3x4 = LOADING (psf) TELL 16.0 TCDL 7.0 SCLL 0.0 BCDL • 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 CSI TC 0.13 BC 0.42 WB 0.08 DEFL (m Qoc)) Well Vert(LL) 4 1-d >438 VeA(TL) -0.39 1-4 >258 HZ(A') 0.00 4 Na 1st LC LL Min Udell = 360 PLATES GRIP M20 220/195 . Weight 34 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1SBtr-G TOP CHORD Sheathed or 6-0-0 on center pudin spacing, except end verticats. . BOT CHORD 2 X 4 DF No.1SBtr-G BOT CHORD Rigid ceiling directly applied or 10-0.0 on center bracing. WEBS 2 X 4 DF Stud/Sld-G REACTIONS Qb/size) 1=25110-3-8,4--25110-3-8 FORCES Qb) - First Load Case Only TOP CHORD 1-2--237,2-3---0.3-4m-89 BOT CHORD 1.4=219 WEBS 2-4=•243 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed fora 10.0 psf bottom chard live load nonooncurrent with any other live loads per Table No. 16-B, UBC -04. - 3 A plate rating reduction of 20% has been a lied for the.green lumber members.. - 4; This truss has been designed with ANSUTPI 1-1995 cdteda. LOAD CASE(S) Standard BU COUNT PLj V ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual wet members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -N Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss . Plate Institute, 683 D'Onofrlo Drive, Madison, WI 53719 Ml?ek Industries, Inc. ZZ/OZ 'd-10WON GINI gg1X1qnnN1 jai tw watr7 �<�paOF£SS/p' RtipONG� Q NO. ca 29 i Exp. 9 . G Job russ truss,type Qty CSI IX (n VolUdell PLATES GRIP TCLL R3898124 M823 CC1 MONO TRUSS 1 1 13 ... .�.-�..'_, _"--'-. �.�-�.. .. ..... ....... ......... ............ . w. ..w v.n .. w.c�.ar cvw rays r s.3 a I Scale = 1:18.3 53-8 1.5x4 11 5.00 FIT 13 1.5x4 11 553-8 LOADING (psn SPACING 24).0 CSI DEFL (n VolUdell PLATES GRIP TCLL j6.0 Plates Increase 1.15 TC 0.20 Vert(LL). -0.02 13 :."9 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.14 Ved(TL) -0.05 13 >999 BCLL 0.0 Rep Stress Incr YES WS 0.00 MOrz(TL) 0.00 n/a BCDL 7.0 Code UBC/ANSI95 1st LC LL Min tided = 360 Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1SBtr-G TOP CHORD Sheathed, except end verticals. BOT CHORD 2 X 4 DF No.18Btr-G BOT CHORD Rigid calling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G REACTIONS Ob/size) 1-150/0,",3--150/0-3-8 FORCESOb) - Fust Load Case Only TOP CHOR 1-2=0, 2-3=-115 BOT CHORD 13=0 NOTES 1All plates are N120 plates unless otherwise indicated. 23 This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other Ilve loads per Table No. 16-B, UBC -04. 3 A plate rating reduction of 20% has been applied for the green lumber members. 4) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. n� Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -B Quality Standard, VSB - 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plato Institute, 483 D'Onofrio Drive, Madison, VA 63719 Affek Iflduskiesr Inc. ��CFt:SSlp CC 9' EXF- I)-3[l.A a 1 7,7,/17 'fi—lObfi'oN '1fJ1 lzimiznnul vat lw WAC7.7 nnn7 ' I I.11A OCT.26.1990 1:22PM MITEK INDUSTRIES :.4ft STANDARD GABLE END DETAIL, W18D SPEED 78 MPH. mEAN WALL HEIGHT 15 FT. NOTES: TOP CHORD WAY BE NOTCMm FOR ZU OLITLOOICSA6 DIAGONAL OR L -BRACING ,ALSQ � � No �TCAL REOU ED UNDE REFER TO TABLE 8EL01WTLY OVER �DS �T�,r CHORD GABLE � MUST BE FULLY SSICATMEO 1X4 ON ONE FACE OR CONTINUOUS ?XA R OR BTR SCAB MUST BE ATTACHED TO ONE FACE OF THE TOP CHORD IF GABLE STUDS ]x3 TV EXCEED 1Ir O.C. AND A SMD DOES NOT FALL UNDER EACH NOTCK CONNECT SCAB WITH T.ROWOFCODCOMMON "RE NAA,S SPACED AT tS O.C. MAIC THE MAIC OMOOKER LFNG TTT•. 12 VARIES TO COM1!C\ TR o darty A 11 A CONT. BEARINO. I _ 3X8 SPL. OPT. SPAN TO HATCH COMMON TRUSS. NO. 408 P.1 TRUSSES AT 24' 0•C- /2' PLYWOOD SHEATHING �TL o000KERS '-3" MAXI LATERI ING AS END WALL 0.tH4 � FURRING STRIP OR' LATH SGIIZ eAaLa G-40 TVt1S5 LATERAL BRACING NAILING SCHEDULE. rYpiCAL 2x� L -BRACE NAILED To 2X4 VERTICALS W/8d NAILS, 8- O -C, VERT. HEIGHT. NAIL AT 9 END VERTICAL STUD �- Up TO 7'-0• 2 - I8d 7'-8- - W -W 3 -. l6d ' OVER 81-50 4 - 15d SECTION A -A. MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL GRACE WITH L -BRACE i2 INCH O.C. 5-7-2 M-3-12 19-4-14 18 INCH O.C. S -I -e 12-4.12 e -s -a 24 INCH O.C. 1B -I_7 s -s-3 NOTE;3FURNISH COPY OF THIS DRAWING TO CONTRACTOR i.YERT. HAD BEE►1 CNECreD FOR 88 MPH WIND LOAD' LEAN WALL HEIGHT OF 15 FT, XND V2411 DEFL• CRIT. FOR BRACING INSTALLATION q.BRACINS SHOWN IS FOR IDUAL TRUSS ONLT, 2.00M1ECTION BETWEEN BOTTOM CHORD OF CABLE ENO BE PROv10E0 BY PROJECT ENGINEER CONSULT BLDC. ARCHIT CT PERMAN NT ENCINEER FOR ACING OF ROOT= SY TRUSS AND WALL TO TEtfORART ANO OR ARCHITECT - LOADING GRADE OF LUt18ER LOADING `(PS5O E STR. INCR• 25 i 0 JB T.C. ?X4 91 of -L PI -95 Crit, TOP ZA DRAWN BY I CHECKED BY I JAI OCT aC, 2X4 No.1 91 CF -L U6C_g� BOTTOM 0 Webs 2X1 STUD/S'fI3.�F SPACINGI 24 18 Inch O,C. REP, STRESS YES a Cj P 'to rl p Qe�� S -4p -r¢c�.s•s 2_5 �- IAQR�F d>�a tu,.ir�4A- -Tc T=1-r-gaCACAG(- n a1.F N 6 &- ra.c4a_t) aNsm KT3S.r$� . wrt� c r.rcTt� IAi accc�flt,�� -. .j c)oX�14.7�c-Tes.s IS � a7 L'�t NO, CCS -v1q 7k EXT.' 9-3L • •:10 �yq CIVIL. �P v� s m�W' °0 = �� W vN Q 8 Q �z aQ�° 1ll Z Ds ZLLJ U s� �� xcs uim EIS— m NO Z OOI IZ z � Z vO Z --J LUAV `C Q m s Z I OZW p NQ wLL LLJ Q s �M �� zZLli0 =so w Wim oW Q�� Ws� Z I m6� �fw os L� �Q21- . 41=o LLJ I bZ s zWa oW o�LL � I on�v Zm+Q oQ) z0 �WZ C3 C� z UJmm Qi �. �M LU LU �z I N�� O� O Q Z� ' U ZLU ms Oz Os Q mOU mLLU N� N N N W M11� MiTek` January 15, 1998 MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA FAX 1916) 6318225 TELEPHONE (916( 631 7811 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails at 127o.c. These rules only apply to residential 2' o. c. truss applications with greater. than '3/12 pitch. If you have any questions, please contact me at 800-772-5351. Sincer ,��QVESok,,, Redo�3iW Chief i er Western NII. qheOF CA1-��� �31 M S 7 7 i s � �MZ�Di� i r M J JS � v1 �T NN 7 i s � �MZ�Di� i r M J JS � �T NN z 1 V �I 7 i s � �MZ�Di� i r M 7 i s � �MZ�Di� i r Symbols The first dimension is the width PLATE LOCATION AND ORIENTATION perpendicular to slots. Second V/. * Center plate on joint unless dimension is the length parallel dimensions indicate otherwise. to. slots. Dimensions are in inches; Apply plates to both sides of. truss and Indicates location of required continuous lateral bracing. sec ureiy sent.: _ f-:..: IA 0 c¢ *For 4 x 2 orientation, locate 0 U 0 plates V8" from outside edge of ao truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the . MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE FORM018.019 - Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93,85-75,91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206. 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N -- TM mrrek Industries, Inc. O HY�RO•A/R O GANG-IVAII O AGenerai Safety Notes Failure to Follow Could Cause Rroperti, Damage or Personal Injury 1. Provide copies of this truss design.to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cc joint and embed fully, Avoid knots and wane O at joint locations. U 4. Unless otherwise noted, locate chord splices CL at 1/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber tot dead load deflection 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses nre the-r4p,§Ponsibility of others unless shoy�Ft'' ?; 13. Do not overlogc roof or floor trbsSPS;wiftl stacks of con 6&tjon motd'rjgis. 14. Do not cut o alfer.truss me�Ti166r or,.plate� without prior• QproVal of a;professional engineer. :i 15. Care should No gxe.rdised in handlirig, erection and Ar tollatiQn of•truSSQS-. , •) ..i © 1993 Mitek Hold�ngs;:lt�c..:r. The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to. slots. LATERAL BRACING Indicates location of required continuous lateral bracing. FORM018.019 - Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93,85-75,91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206. 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N -- TM mrrek Industries, Inc. O HY�RO•A/R O GANG-IVAII O AGenerai Safety Notes Failure to Follow Could Cause Rroperti, Damage or Personal Injury 1. Provide copies of this truss design.to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cc joint and embed fully, Avoid knots and wane O at joint locations. U 4. Unless otherwise noted, locate chord splices CL at 1/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber tot dead load deflection 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses nre the-r4p,§Ponsibility of others unless shoy�Ft'' ?; 13. Do not overlogc roof or floor trbsSPS;wiftl stacks of con 6&tjon motd'rjgis. 14. Do not cut o alfer.truss me�Ti166r or,.plate� without prior• QproVal of a;professional engineer. :i 15. Care should No gxe.rdised in handlirig, erection and Ar tollatiQn of•truSSQS-. , •) ..i © 1993 Mitek Hold�ngs;:lt�c..:r. Top chords that are laterally braced car. buckle togetherendeaasecdlapseifihwalsasdiago- nal bracing.. Diagonal bracing shourd bearaikd to the undeuide d She top cherdwh en3urlins are attacked to go Yopelde of the tap clord. 12 —1 4 or greater Over 32'-48' 1 4/12 1 6' 1 10 1 7 Over 48' - 60' 1 4/12 1 5' 1 6 1 4 Over 60' See a registered professional engineer - __Vv'!�t J& WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or bdldings. A& I Over 26' - 42'11 3.0 6' 1 9 1 6 Over 42'-- 3.0 5' S 3 Over 60' See a reg stered professional engineer CF - Douglas Fir -Larch DF - Douglas Fir -Larch SP - Southern Pine HF - Hern-Fir SPF - Spruce -Pine -FI continuous -op Chord Continuous Top Chord All latera: braceS Lateral Brace lapped at least 2 Required trusses. �- 10' c 3reater, 10' or Greater _-L j Attachment f Required J& WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or bdldings. A& I Over 26' - 42'11 3.0 6' 1 9 1 6 Over 42'-- 3.0 5' S 3 Over 60' See a reg stered professional engineer CF - Douglas Fir -Larch Sr- - Southern Pine FF - Hero -Fir SFF - Spruce -Pine -Fir continuous -op Chord Lateral Brace � � > All lateral braces 1 Aequired lapped at least 2 trusses. , 10' c 3reater, Attachment f -Required ?g% .. or rem 1::� Frame 3 12 5 f = 2B 2 ,f off. �y�y+c Top chorda that are laterally braced can buckle / gqG togetherand cause collapse ifthere is no diago. l fit, y nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside o1 the top chord. 12 —� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chard diagonal bracing. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir WARNING: Failure to follow these recommendationscould result In severe personal injury or damage to trusses or buildings. Ao GSS 'Pp Permanent PS continuous o lateral bracing as specified by the truss engineering. Frame 4 -- " "-- All lateral braces lapped at least 2 trusses. Cross bracing -epeated at each end of the building amd at 20' Intervals. �a5 �4�• ` Ao GSS 'Pp Permanent PS continuous o lateral bracing as specified by the truss engineering. Frame 4 -- " "-- All lateral braces lapped at least 2 trusses. Cross bracing -epeated at each end of the building amd at 20' Intervals. �a5 u WARNING: Do rot .attach catles,. chants, or hooks to the web nen:)ers. s0' s0° MECH or less lar less r INSTAL TagApproximately Approximately - Tag Line Ys truss lengt`t '/2 truss length Line Truss spans less than :30'. Spreader Ba Toe In :�� Approximately 1/2 t0 7/3 truss lengta Less than or equal to 60' Spreader Bar Toe in i Tag Lime A 1AWARNING: Do not lift single trusses wiih spans greater :han 3D' by the peak. e l Lifting devices should be connected the truss top chord with a closed-Ic attachment utilizing materials such slings, chains, cables, nylon strappii etc. of sufficient strength to carry I weight of the truss. Each truss should set in proper position per the buildi designer's framing plan and held N the lifting device until the ends of 1 truss are securely fastened and teml rary bracing Is installed. 3. Toe In Toe In -approximately �. 1/2 to V3 truss length ` Tag Less than,or equat to 6W Line Tag Line i Strorgback/ 5 SpreaderBar l = I 1A NNNNN1/1V/v1VL { Aporoximately Y3 to ;/4 truss length Greater tfsan 60' At or above mid -height Tag Line Strongback/ SpreaderEar =/3 to3/,Miss length Greater than 60' CAUTION: Temporary braci% shown In this summary sheet is adequate for the installatLon of Atrusses with sir tila; configurations. Consult a registered professional engineer if a II-erent bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Spec�'cat►on for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing Is possible. GROUND BRACING BI.IIL®ING INTERIOR Frame 2 �a1��0� o D��BR�;�4��CI@NG BCJIED� GF,�,ER� . Typical hvizamal tie member with multiple stakes (HT) truss of brazed oup of trusses (EB) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are ess'��ntiai fo stability and must be duplrcate both ends of the truss system. J& WARNING: Failure to follow these recommendations could resut In severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand ceusecollapse dthere is no diago- nal bracing. Diagonal bracing should be nailed .othe underside ofthe top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two End diagonals are esser„ttial for stability and must be duplicate on both ends of the truss system. Frame 5 Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required - Trusses musthave lum- ber oriented in the ho-i- zontal direction to use this brace spacing. Up to 24' 1 3/12 1 8'1 17 1 12 Over 24'- 42' 3/12 7' 1 10 1 6 Over 42' - 54' 3/12 6' 1 6 1 4 Over 54' See a registered professional engineer a DF - Douglas Fir -Larch SP Southern Pine u• HF - Hem -Fir SPF.- Spruce -Pine -Fir 0� r'o' O yeti 4 Diagonal brace also required.on end verticals. Top chords that are laderally braced can buckle j togetherand cause cdlapse if there is no diago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when pu:iins 2q• are attached to the tcpside of the top chord. or /egg, MONO,TUSS PLUMB s� I I Truss De th a 12 �3or greater 9• s/ 8• All lateral braces lapped at least 2 trusses? Continuous Top Chord Lateral Brace Required 10' or Greater / -4e Attachment� Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' Lesser of L/200 or 2" L(in) L(in) V I :::. D(in) I Lesser of LP200 or 2" I Lesser of D/5U or 2 Maximum Plumb Misplacement Line L(in) 0200 L(ft) 50" 14" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' L(in) U200 _ L(ft) 200" 1 1 16.71 250" 1-1/4" 1 20.8' 300" 11-1/2".125.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should i WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating praclices or indicates unsafe conditions that could resin in personal injury or damage to structures. H113-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° It is the resoonsibilibyQf the installer(builder, b gilding contractor, licensed contractor, erector or erection contractor) to Properly receive, unload, store. handle, install and brace metal plate connected wood trusses to protect life and property. The instaIle- must exercise the same high degree of safety awareness as with any oth e r stru ctu ral material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erectororerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Braci-rg Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where tilure to -ollow instructions or heed wam- ing will most likely result in serious personal injury c death or damage to structures. WARN NG: A WARNING describes a condition where failure to follow instructions could result in severe personal injury cr damage to structures. AAiZL� TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (603)833-59C3 t*uss industry, but must, due to the nature of responsibilities involved, be presented as a guide fo-the use of a qualified building designer or installer. Thus, the Truss Plate Institute. Inc. expressly disclarns any responsibility fcr damages arising from the use, .application or reliance on the recommendations and information contained herein bybuildng designers, installers, and others, Copyright © by Truss Plate Instit•:te, Inc. All rights reserved. This document or any part thereof must not be reoroduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: Alitemporary3racing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. Ff TRUSS:STORAGE CAUTION: Trusses should notbe unloaded on rough terrain or un- even surfaces which could cause damage to the truss. 1ACAUTION: Trusses stored horizontally should be suppc rted on blocking to prevent excessive lateral CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced 4o prevent toppling or tipping. WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re -properly braced. Do notbreak bands until bundles moval to avoid shiftin of individual trusses'A . are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat 1Abands. Do not use damaged trusses. is extremely dangerous and should be strictly prohibited. Frame 1 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your ,,W this form is not complete, as to all correction items, we will not be able to accept your �re-submittal for review. There must be a response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate you response to each item and the location where the information can be found on the plandcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS NAME DATE: � '9 T Z)�) ASSESSORS PARCEL NUMBER PER T NUMBER FOR PLAN CHECK LETTER PLAN CHECK ITEM # RESPONSE BY: bYIJlGe LOCATION ON PLANS/CALCS: 5� A -77A c �: COMMENTS: w PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: w PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:CA A %eiiZ 6w7y - COMMENTS: # IRESPONSE BY: ILOCATION ON # IRESPONSE BY: ILOCATION ON PLANS/CALCS: November 9, 2000 Boyd and Joan Buck 1322 Marian Avenue Chico, CA 95973 0 • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-2525 Assessor's Parcel Number: 039-370-094 Dear Mr. and Mrs. Buck: This office has performed the structural review of the above referenced -building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: 6�L Please revise the lateral analysis to reflect a design wind speed of 75 -mph. The ccalculations provided for this structure are based on a 70 -mph wind speed. 140 Provide shear transfer details showing roof diaphragm connections to the eaves and P. gable ends. V�The Simpson A35N clips specified on the plans are not listed in Simpson's catalog. P11 Please clarify. Please indicate the type of sheathing to'be used for all shear walls. The plans and calculations specify "rated sheathing" only. Define "rated sheathing" and be sure Y 9 that the allowable shear values do not exceed the wall shears shown in the structural calculations. OP The shear wall lengths shown on the plans for the north, south, and kitchen walls do �. not match the panel lengths specified in the structural calculations. The shear wall calculations for these. walls do not account for window and door openings. Revise the calculations to reflect the wall lengths shown on the plans. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer Octl-27-00 12:36P CULP & TANNER 5308953544 P.Ol � - J ENCROACHMENT PERMIT rIFY COUWW COUNTY OF BUTTE 24 HOURS BEFORE DEPARTMENT OF PUBLIC WORKS WORK IS TO BE DONE 1 COUNTY CENTER DRIVE OROVILI,E, CALIFORNIA, 9S965 11 Bone: (,-550)-538-7681 FAX: S.5;6}S38.768E PEMff 8 DISTRICT 2a/349F R-Z APPLICATION 111NE, the undersigned, hereby apply to the County of Butte for an enaroMaAment permit to do the following work under or over the county roads and highways, al In accordancs with County ordinances end general lew$. (All Inlomistlon except signature must be typed or legibly printed.) NAME: „EQS62�Ur'.� 81GNATUR MAILING ADDRESS: PHONE; — .�b%� DATE: D LOCATION OF WORK TO BE DONE: TY_WORKSe ems= I. Curb. ❑ Gutter. ❑ Sidewalk: ❑ 4PLEA311 CHECK) aDtiveway It* Type), ie-y[9JJ e22��Z�'�- 3. tlndworound Conduit: 4, Other, In compliance vitt► your above request, and su.0190 to alt terms, condi►Ions (including those printed on the back of this form) and speelal eonditlons written below, pormiselon Is hereby granted. SPECIAL CONDITIONS: In -stall Di a*fe f4) and Tr:.�,r, aim h or s ivhT 'DMs1Lnct ❑ All work shall conform to eccompanying Dab Issued: Surety: Yes (3 No Expiration Date: Id WdB? :' © 0002 a I* C Daull ❑ Plans ❑ Special Conditions U. Mike Crump Director of Pubilc Worcs By Ee%.-eE5-0CS : 'U1 :dt+-1 :)I10.'1 Z't"rd F�uno' int. -C : W@d Oct%27-00 12:36P CULP & TANNER 5306953544 1 P.02 ,I 'I I I 1 I ' 1 11 1 . 1 • • • �I�ift'/ w+5fsr �il� SITE PLAN uw, - Ar RAW" Am II 1• •-------------� 1 1 PWWW t 1 I I ` I 1 \ 1 JI AiM SrawsR wa,� o�rar•�-•-•--+--- -- -- -•--- 1 1 1 5306953544 1 P.02 ,I 'I I I 1 I ' 1 11 1 . 1 • • • �I�ift'/ w+5fsr �il� SITE PLAN uw, - Ar RAW" Am II 1• •-------------� 1 1 PWWW t 1 I I ` I 1 \ 1 JI AiM SrawsR wa,� o�rar•�-•-•--+--- -- -- -•--- s PRIVATE DRIVEWAY DETAILS _. EDGE OF EXISTING PAVEMENT FLOW LINE DITCH" + 12' MIN. 20 MAX. NOTES I. PIPE TO BE C.S.P. OR EQUAL (I2°DIA. KIN.) 2.PAVING SHALL CONSIST OF 4's OF AGGREGATE BASE-, MIN., AND 2" OF ASPHALT CONCRETE, MIN. PIPE IF REQUIRED, SIZE AND LENGTH TO BE DETERMINED IN THE FIELD BY ROAD FOREMAN. /p R+ AREA TO BE PAVED IO'MIN. [PROPERTY LINE. . RESIDENTIAL PLAN . REVIEW GUIDE SINGLE FAMILY, DUPLEX AAD MISCELLANEOUS ONLY Owner: Building Permit Number: .Plans Examiner: Linda Simpson A. P. Number: R RAL: ing requirements — (number of permitted living units). ns signed by the designer. per description of work on the application. sting violations on the property. orded notice of violation. lding permit valuation. LOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on Parcel Ma blo Ise ❑ SRA ❑ Fire Sprinklers Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building.or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: Puns and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light anc�5Do o ventilatio (Uniform Building Code section 1203).Z_�u� ✓to ren Escape or rescue windows shall have a minimum net clear openable area of 5.7 sq�e minimum net clear openable height dimension shall. be 24". The minimum net clear operable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in `• any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). ge firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). rider no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). ood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. _ Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 184-C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). ypical header size(s). Stud heights. High expansive soil — special foundation design required. Retaining walls requiring design. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. lectric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D- I & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. CE responsible area requirements. UILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. wig- ,�,�, Page 2 of 2 October 28,2000 Department of Development Services Building Division 7 County Center Drive Oroville, CA. 95965 Att: Linda Simpson Re: Building Permit Number: 00-2525: Owner: Buck I have reviewed the truss calculations and details for this project, Moss I.D. Number: M823 and find them to be in compliance with the requirements and scope of this project. Si cerely 4.S.2275 . B �/ Lateral Calculations For Buck Residence Building Permit Number: 00-2525 October 28, 2000 QROFESSIp�y� yp N. etc Fti o. A. UCTUR� �P OF CALI�� �4 • �F `u~ k i' 1 Lateral Calculations For Buck Residence Building Permit Number: 00-2525 October 28, 2000 QROFESSIp�y� yp N. etc Fti o. A. UCTUR� �P OF CALI�� _ i t. •i i i� E � , � i ' 1• ''" � _1_ � � t 1 I i . I 1 i .. . ' -- -�---- �''T---�- � L. -L. -I XA "C) -- W 4 -7 ----- -- 0 L. 7--o 0 P6vvllwc f --. ___-- -ro Roo_ { w�5��_ 3y'_p,��Ls� �- - .R=_s .�- __ -__ �__ 2:-y�-a �_ - �' X0:_.7_ �/��_ ___ --__ 6� C _y"o,�.� ` -'_Y Z:2 V4C -I- ' 1 1 1 �I.� 1 I` I I•�� l i! � I�{ I l i l i i r l i I j I► '� � I i I I.� _!-c.e��l �_�� j � i j I; I �_ i I I -+ j� +; _, 7s L. -L. -I XA "C) -- W 4 -7 ----- -- 0 L. 7--o 0 P6vvllwc f --. ___-- -ro Roo_ { w�5��_ 3y'_p,��Ls� �- - .R=_s .�- __ -__ �__ 2:-y�-a �_ - �' X0:_.7_ �/��_ ___ --__ 6� C _y"o,�.� ` -'_Y Z:2 V4C L. -L. -I XA "C) -- W 4 -7 ----- -- 0 L. 7--o 0 P6vvllwc f --. ___-- -ro Roo_ { w�5��_ 3y'_p,��Ls� �- - .R=_s .�- __ -__ �__ 2:-y�-a �_ - �' X0:_.7_ �/��_ ___ --__ 6� C _y"o,�.� ` -'_Y Z:2 r --- —��--- ! i � w / N l�O W I � ' ✓ted OIC S , { � t ` �— — __ I 6 1 t 57 AL ---- I I ' � � �-?��-q-3- 33��� -.G7-_ t ;/../_('��I 1 I �✓r�G_f�' s w�Gd r `-- ili , • t ' ! 1 I `w. 777 7T - ! I ' { r --- —��--- ! i � w / N l�O W I � ' ✓ted OIC S , { � t ` �— — __ I 6 1 t 57 AL ---- I I ' � � �-?��-q-3- 33��� -.G7-_ t ;/../_('��I 1 I �✓r�G_f�' s w�Gd r `-- ili , • ' ! , F. S. RL 4. Y• REVISED . Lateral Calculations For Buck Residence Building Permit Number: 60-2525 A. f NOVEMBER 16, 2000 00 - 2-s2 s- ou vr6 -ouvr6 cvuiiiy AdILDING XPARTMEN &DDDnvr:r 7/a �® p?,OFES�/ 7 ID f � ----�----�-'-------------------------------- ----'-----'------- --------�'--''_---____L_-___ . . . "� '-----------'_r --'---�---------�,--~�--------~~ ------�----''--_---_'--___-_________________________ ` cig | ' -------------- i - _ ------ ----- --- -- - - -- - -- - -- - yyTg/Z ?,, y_ 14, , , -------------- i - _ ------ ----- --- -- - - -- - -- - -- - yyTg/Z ?,, y_ 14, , 000000�� O� Alf IA�l 7- 7--j2 I >'__ i. _____�__�-vim__. � .��a_�Z z _ .i� y �%`�_�_ C-. -----------_ 8-Cyd=��-o /y �� _ 20 -- - oor 57V l -; i (_1 1- (I � I I 1( I i I 1 1 � i i 4 j 1 � j , .i i,iiiliii�'i��i i1 fl��il� t 000000�� O� Alf IA�l 7- 7--j2 I >'__ i. _____�__�-vim__. � .��a_�Z z _ .i� y �%`�_�_ C-. -----------_ 8-Cyd=��-o /y �� _ 20 -- - oor 57V o ,5?yol%a). ��� .' _ yD fo 0 oor w.�� 1 i� y Utz C.v � � y , i 7Y 72- .... .. .... 7- 4- 57VC6 -__— - __. _ _.-_ _ __ ---- _-. ' 3 - - - ------------ --�----�--�-------- ��g .�� ��- C �� i /� .Z_=��s - UG_;__.� . 3� �4_-l'�f .,. � S �-cu_� %rte L -J I 1► 1.1 r I j j j j i ��� Ft' 2771 I � _ .� ! I ��2�. 2 ' i. �'_U. � � �2 .��� �� �5� pyo o ,5?yol%a). ��� .' _ yD fo 0 oor w.�� 1 i� y Utz C.v � � y , i 7Y 72- .... .. .... 7- 4- 57VC6 -__— - __. _ _.-_ _ __ ---- _-. ' 3 - - - ------------ --�----�--�-------- ��g .�� ��- C �� i /� .Z_=��s - UG_;__.� . 3� �4_-l'�f .,. � S �-cu_� %rte 1.1 I J, I I I I_� 1. i i i i I i i i, i II 1-01 6 OA 6, le .Ils1.7 I A At -17 00' October 23, 2000 Tom Nix 720 Churchill Dr. Chico, CA 95973 0 Department of Development Service . P P s Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-370-094 Building Permit Number:00-2525 owner: Buck This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: There is no bracing shown on the plans. This house does not meet the prescriptive bracing required by code. Please provide a lateral analysis by an architect or an engineer for the entire building. Have the architect or engineer put all of his requirements on the plans and stamp and sign them. Please provide a letter from the architect or engineer that he has reviewed the truss details, and they comply with his design. Per your Parcel Map, if you do not have a pressurized water system with hydrants, fire sprinklers are required in this house. The house permit will not be issued until the fire prinkler permit is issued. , l . Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents are incomplete, inconsistent, or not adequate to depict code compliance. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $1126.75 2. Pay impact fees - 1 of 2 2. 1. Chico Area Recreation and Park District form has been enclosed and must be completed and returned prior to the issuance of this permit. 2.2. Complete and return the Butte County School Impact fee certification form. 13. Sheriff fees = $360.00. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 4. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 5. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. ,Sincerely, Linda Simpson Plans Examiner 2 of 2 AA MHE\ RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION' 7 COU.NTY' CEN" TER DRIVE OROMLE CA 95%5 2000-0042 1 54 Recorded I REC FEE 10.00, Official I CONFORM .00 ��++Records CoBUTuntTE f I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Fay 09:02AM 01 -Nov -2000 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included .within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not. limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation. . plowing, spraying, pruning, and harvesting which Occasionally generate dust, smoke, noise, and odor.. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California. described as follows: See attached for Legal Description Date: 10-27-00 PROPERTY OWNERS: J State of California ) County of On /0 - D -:Z- U 0 before me, .Buck personally appeared C� V) personally known to me (or proved to me on the basis of satisfactory evidence) to be the pers n(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the Instrument, the person(s) or the entity upon behair of which the person(s) acted, executed the instrument. WITNESS my hand nd official seal. DENISE M. PRICE COMM. J 1170838 410comm. NOTARY PUBUG-CALIFORNIA CaSignatu Seal: COUNTY OF BUTTE Expires Jan. 24, 2002 A.P.- n 3 q- 3 -7(3- o y Yz d9t'=01 ZO-VT-411 ZO'd 1 0 ' DESCRIPTION ORDER NO. BU -182406 LN THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 25, 1993, IN BOOK 129 OF MAPS, AT PAGE(S) 72 AND 73. APN 039-370-094-000 ... . ..•.. r. a ..... r. v. a.mr >,, w.....ai.�M.y+.�w. .. w.Y•':'�- _ .aa:�f.41ro.i .,.w<.l+MW..s R.'.. w. ..... y dntl!s.-.'..._u: ,T,W •r..+w.-/. YP Environmental Health Issues, Septic Permit Review: Agriculture AfAdavtt Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes « Land Development Review: Drainage Plan (ConylWMuR) ❑ No ❑ Yes �arcet Created tnr. . ❑Deeds Date of Creation: Legal Access Pravfded: _ ❑ NO❑Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑Yes; Road Name: Co�mppiks with CW* Standards flor Deed Creadw: ❑ NO ❑ Yes Comments: Map Date of Recording: Lot: `Z Sock. Book:' 1 pal �3 .onditions That Must be Mer Pricr to issuance nr eorrnir t ..: ❑ Verify Legal Parcel ❑ Verify Legal Access C] Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning D'Msion for application). ❑ Construction moss property lines is not permitted (See Land Deve4ment for a Merger Application/Lot line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other eneral Comments: C.QJJ T"Efin 1IJ All 6 �P2.1, L f-- S Ay -41 SEY'JF46rC. -b19ftgAt, WILL_ 1 \6-r ZC. I<f._flGi\ IiAr t t A IAt�'f.� ,- roe S; o/ a u LE t 5 -sus - oma. A �o ; Wtt.�— 1-'9 W21 LCk ;D 1.1 e�o 1�t,� �� QMA APPROVED Permit #: Co — 6e7era/Infonna6�on in Owners Name: J 9a d3 v ��� Parcel Acreage: Owners Address: 4:4 12 q -jj A V C Building Site Address: pro cerfvinformation Permit Type: ❑ Agriculture Building ❑ Commercial D Industrial D Mobile Home ® SFD ❑ Residentlal Accessory ❑ 2nd Dwelling D Multi -Family >2 units per parcel D Septic ❑ well ❑ Other Zone District: I Date of Zoning Ordinance: General Plan: AQ Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement jR No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan E No ❑ Yes Violation Area @a NO ❑ Yes Specific Plan JBNo ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone ® No ❑ Yes, check use 1 I + Floodplain ® No ❑ Yes Zone: _� Panel Number: Watershed Protection'Zone No ❑ Yes Proposed Use Complies With- 9 General Plan 15 Zoning Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses- Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drairage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other Other Zcninq Ccde Street & Hi hwa s Fre Prevention Subdivision Ma Front so CA— Side Side street Rear I 1 Hetaht