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HomeMy WebLinkAbout039-360-087039-36-0-087 00-062 AGUIRRE, Luis 1126 Orchard W Chi NSF C, ' n a J`���f/d/ ,� J RESIDENTIAL "V r - - M 039-36-0-087 00-0623 PERMIT NO. _ AGURRE, Luis 1126 Orchard Wy Chico NSF r Y SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ''` rov-o-Q. t C ? OFFICE COPY /,?/, f9rc-L, GAS' ov Meter By Date_ ELECTRIC Meter By Date J i r ' JOB FINALI Signatu = OK Card B-1 Date Card B-1 0 = Not OK Card 8-1 Date Card B-1 - = Not Applicable MOBILE HOMES = Not Ready ` Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; location-Clearances-Grnd-/ -/Amp-Concrete ` 6. Gas; location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s r1. 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 Cent. 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- Bea ms- Rftrs.-Con nectors 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 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 t 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 J = OK 0 = Not OK Date = Not Applicable RESIDENTIAL (Single,& Dup = Not Ready Card B-1 Date Underfloor (Plans) OK except #'s Date Zon' etbacks- Ease ments-Flood-Slope Date Card B-1 in; Soils=Flet. Grnd.-/ Z+-. epIh *."Ftg., Garage; Soils-Steel-Elec d.-/ Z,- Ftg. Depth 4$ Xt 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. H owns and Special Anchors Slab, Steel -Wrapped 8. P' s -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B•1 Date Card B-1 Dat 00 Card B-1 Date Card B-1 Date PLUMBING (P rmit) OK except #'s 17. VAter Htr.; V -Ac s- om us io A' Ba e er Pipe; Test 8(2nc -Nail Protectton r JI D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Tes ub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date DC) Card B-1 JZP Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Ft ure & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors ze Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond 46as & Wdfer 28. ?_Appliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga,,Cu or AI-A.C. Wire Size / / ga • r AI r Range Circle gaes u AI -Oven Circ. / / ga Cu or Al In fated Neutral ❑ No Service -Riser Conductors & Ground Main Disconnect 32. E uip. Clearances Panels-Motors-Mech. Equip. Clo es Closet Light -Shower Light -Spa Light 3 moke Detector Date Z Card B-1 IF Date Card B-1 Date % Bt3 Card B•1 ito Date Card B-1 Date HANICAL (Permit) OK except #'s 31VA,C. Ducts Insulation & Support 3 . Vent Fan, Exhaust above insulation ndensate DEM &Overflow a &Grade F ace V Ac s -Co . Air-Retur a Vent 1 outlet ttic Access & Platform it Furnace in Attic DateZ% �`% O Card B-1 _t, Date Card B-1 Dateg CJ D U Card B-1 %W Date Card B-1 Date MING (Permit) OK except #'s 4D4&ts Proper MaWrials & Ancbers 4 Baring Walls over Girders & Floor Nailing ft Stop in Walls (rat proof) CAP�F,re Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearina MING (Continued) Joist-Rftr. Ties-Purlin-Roll Brac. SAt(ng ice Ties or Type A Flue Fire ace hroat Clearance Atti Aycess; Si Rome rotection-Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing 52711r­o_pe_RMne Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; idth-Headroom-Rise-Run-Landing-Fire Protection lywood on Roof Overhang -Attic Vents-RafterCu_triggers 56. Siding -Nailing Veneer T115.5cco Mesh -Drip Scree. Vents-Urgderflr. Access 61. In ulation-Nulls-Ceilings r ! W. Infiltration -Walls -Windows Date V �j 1 OU Card B-1 1Zf5 Date Card B-1 Date ®d Car L-1 j Date owl oa Card B-1 /,j Date FINAL (Plans) OK ext pt #s & Sideliaht Protection- Landi fWi!$moke Detector 6 rnace Vents -clearance -Comb, Air -Connector - In age; Above Floor-Ducts-Mech. Protection ek,oSedroom Exiting F.I. & Bath Fixtures & Tub Access -Spa 68. EleqeTrim & Subpanel, Breaker Sizes & Labels i Fireplace or Stove, Clearance -Hearth 7 c. Outlets at Wood Panel, Int. & Ext. - Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter ,rage Fire Door; Swing -Landing -Closure uct in Garage -Damper Kort, Htr.; Vents -Clearance -Comb. Air Connec r -P in Garage; Above Floor-Mech. Protection 7 Plb., EI . & Mech. Equip. Listed for Location Receptacles in Garage (F.F.I.)-Romer. Protection \ nsulation- Foam- Looked in Attic uard Rails & Deck Construction -Post Caps 8 dn.,YBents & Crawl Hole Door Drainage & Wood -Earth earance Looked under Floor O Yes Following Instld./Drive ❑ Yes U No/Walks 0 Yes 0 No/Planters 0 Yes ❑ No so—lig-Brown-Finish Af/Onit Disconnect, Electrical -Plumbing 891*�Vents Above Roof. Plbq-Appliance-Fireplace-Clearance to Openings inect, Electrical, xte '2r Elec. Trim, G.F.I. Receptacle -Underground erij5Wion Throuqhout House rections from Previous Inspections 1 as st-Meters Tagged, Gas -Electric r & Sewer Connected -C/O to Grade -HD Approval 9 EaPr6 Compliance Certificate -Other Certificates Posted Date 4015100 Card B-1 Date Card B-1 Date 10 Card B-1 . Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: "LOERKE INSULATIONkq'`, INC. INSMATION CERTIFICATE // d2�- �jI-o NumDer and 5trelet aly ounty Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Brand Name Thermal Resistance (R -Value) Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 1.2- Thermal Resistance (R -Value) T ff Loose Fill Type Fiberglass - Brand Name Johns Manville Contractor/s min. installed weight/ft sq. b. Minimum Thickness 1 inches. F Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Thickness (inches) fL 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) I 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) 13 Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value Brand Name Thermal Resistance (R -Value I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 �O ` 3 - UU LOERKE INSULATION CO., INC. tfem—#s Signature, Date InnstalfingSuubcontractor Co. Naame)Or General Contractor (Co. Name) Or Owner Item #s Signature, ate,_nsta mg u contractor o. ame r General Contractor (Co. ame) Or Owner Items Signature, Date Installing Subcontractor Co. Name) Or General Contractor (Co. ame) Or Owner INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OVILLE FROM: ENVIR. HEALTH, CHICO DATE: 9/( RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNERNAME: SEPTIC: V/� WELL: AP#: 63f--3(00-002DDRESS/LOCATION:—Oed//eo�-,n Comments: GL/memos/releasehold N COUNTY OF BUTTE. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA - (530) 891-2751 7 County Center Drive I, Oroville, CA * (530) 538-7541 CORRECTION NOTICE t4a 6io — 06 2 OWNEA 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 havg/any questions pertaining to this matter, or need additional explanation, please con ice immediately. or I (A LAJ at '4 0 A-0 IV 13 '. / Ile-, '-, 142 4 Ir ; .41 I 'It - vile, Da. Inspector H REV 1�19d 7 I E W A 4 ppl; 1W COUNTY OF BUTTE BUILDING DIVISION. DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA * (530) 538-7541 CORRECTION NOTICE ; /J11 OWNER 62 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. D�te 9h.1 ia��--;,-Anspector, f'hS57?--& r1r_V Wive lie 'T;"t 1W 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' -75411 - CORRECTION NOTICE OWNEfi PERMI-f,N0.`.. A routine inspection indicates that the following violations of butte county Ordin'ances exist at t e �:V above address and should be corrected. Please notice this office -when -correction of work i s completed. If you have any questions pertaining to this matter, or need additional eXpIariation,':.,`,'X please contact this office immediately. 'IV I's /Z la -4—i Cj A 41, el /"&' 7 o, at .,v e— e__ .4 Zee—i !2) I.q Date Inspector. U -5 t., REV 10T COUNTY OF BUTTE BUILDING DIVIS16N DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA - (530) 891-2751 7 County Center Drive Oroville, CA* (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above addresAand should be corrected. Please notice this office when correction of work is completed. X you have any questions pertaining to this matter, or need additional explanation, please con ct this office immediately: - C' 15 5 -5Lr."-e C> re e c— Date R L -2-!Z1/2 0 Inspector REV 10192 . / Du�� REv� 0 COUNTYOFBUTTE- A BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA - (530) 891-2751 7 County Center Drive * Ciroville, CA * (530) 538-7541 CORRECTION NOTICE OWNER- PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 4/-,9Y;,7 �444 1-9,24 -40'./-A-110 - Otfbe'rved 4 lof Y,5 -6 h evi "4 P R .0 VN e./ 7-1-te-5.5 do, �01 - -n Date '/W /*/'VO Inspector REV 142 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION V� 7 County Center Drive • Oroville, California 95965 o Telephone (530) 538-7541 PERMIT NO. (Rev.12/9q) APPLICATION AND PERMIT - 90 -9623 -- ASSESSOR PARCEL NUMBER 039-36'0-087 ZONING SR -1 BUILDING PERMIT LIM AGUIRRE By !T§90 1 SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS gFTELp M0NS, CBIc 95928 1819 R 98,226 586 U 10 530.00 - CONTRACTOR'S NAME WILL BAKER TELEPHONE 8939790 L 247 CO 3,211.00 CONTRACTORS MAILING ADDRESS 2231 ST GEORGE LN ST 80, CHICO 95926 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 113 467.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 688.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 447-53- 1BUILDING ADDRESS 126 CRCHARD WY CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 1179.03 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 10 7.00 70.00 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: /�s Gas piping system 1- 5 outlets 15.00 1 9_00 Building sewer 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE $ 150.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service eo.vA OR LESS ZOOOR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.C� {License Class Lic. No. ��p� l WNER-BUILDER DECLAMATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BWS. sD `3.5¢FT. 84.18 NEW ONST. p 510MULTI-OU 1 @7,50 POWER APPARATUS 8 SINGLE O UTLET CIR. Ex. Occu OUTLET OR FIXTURES 20 p 1.00 BAL 9 .50 Ex. Occup. OuTtEEDTs. p61p.OEA 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 150.18 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. 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 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 6-50 Ventilation 3 - 90 -3- __4_5D__F PERMIT FEE $ 70.00 Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. P� �/,, 1% L� Date _ L'1 % ignature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 DCC R3 U CO&TOTAL VFEE $ 1 .2 CDF ARC pD D S This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. �1 ate a d" d ate ReceiptNo. 286404 / $552.80 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Orovil!e, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 20=�-LIS - q_� ^� ZONING BUiLDiNGPERMiT FUMBER • T SO. OCC. BUILDING VALUATION I hp 4 ��• DRESS Illi !l/IrO� I CONTRACTOR' NAME TIELEPNONE TO S MMUNG ADORE '{✓/'y,, o (`�I4/1N: 7� CONSTRUCTION LENDER Fireplace l O `• LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee • a CECT OR ENGINEERS MAIUNG ADDRESS - ARHfr Plan Checking Fee $ BUILDING ADD Fr -SS % .'s� //� /, Energy Plan Checking PERMIT FEE $ IAT WJ. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF $ Duplex ❑ Ivlobilehome ❑ Other SPEC" Solar or heat um water heater 23.00 Water piping 15.00 � Each as water heater or vent 15.00 (� TYPE OF WORK New lll� Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Describe Work: Other ❑ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 S ,LQ Mobile Home I S I G W I @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service zo.A OR LESS 23.00 - ' f ' Main Service 200A TO 1000A 46.00 NEW CONST, DWELLING OCCUP. 3,5�,so. OR ADONS. ( 8 ACC. BLOS. FT. NEW CONSY. MULTI.OUTLET NON-RESID. BRANCH CIRCUITS 97.50 • POWER APPARATUS 6 SINGLE OUTLET CIR. 200 .00 Ex. Occup. OUTLET OR FIXTURES BAL @ '.SO Ex. Occup. DvnFrs�,D.°� 5.00 Temporary Service 23.00 (A Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating /Y ioF Cooling /,f Hood 6.50 , Ventilation PERMIT FE1= 070. Mobile Home Installation Fee $ Energy Inspection Fee 3 L% , °C CO TOTAL FEE $ HOZ. , F IMP FLOOD CDF PMC Po ISSUE 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 Dela l' `w'`�`rj-;,�,i���I�FY1%�'}•i�,ei T;;�%��-�-+r•��'�K�tl'.�°r:`,'�'�v.:.�''��+»•rL'.:.�;•-.a'�`r�.-�;��r'�" �:m COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: Q.Q�,ccJULA� ASSESSOR PARC Proposed Building se: - Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to peigif proc ssing and/or issuance: Date Received By ❑ 1. All iiems have been submitted .-----------------------------==----------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------------- 03. 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.--------------------------------------------------------------------------------- C1. anufactured Home data and installatio "ns including Tie Down Specifications -----------------Fees of$ Impact fees as shown on the attached schedule.----------------------------------------------------------------- — C� ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13 . Flood elevation certificate. ----------- -- ;------ - - ----------------------------------------------------------- VLA-1 4. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ Planning approval for (A) Use: (B) Parking: -------------------------- !V`Q 1 Contact Land'Development about Improvements, El Drainage, Legal Parcel.' ----------------- n'12 oS- S.-® o Encroachment Permit for driveway (construction approval prior to occupancy).���-------------- Jr � ' Qa Z ❑20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. ----------------------------------------------------- 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------- ----------- ❑ 4. Letter of signature authorization. -------------------------------------------------------------------------- ` Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- 026. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------- 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . -------- 113 0. Other: (Date) Wh n you issueetth permit rrjocpess as follows ❑ Mail to owner, ail to' • tractor. RITelephone O t / ! y and hold for pickup at t�� office. ❑ Deliver with inspector. ,>', f� l � App � T���v'v— Applicant: W 1 y� Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O er: Date: By: 1. Index permit application for the above items numbered:❑ Plan Check List 2. Additional items required: e Contractor, designer, owner, was advised of the above required data by phone, ❑ mail, ❑ Building Division counter, by Date: Co—ntractor, 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 as of th{e�above required data by 13 phone, ❑mail, ❑Building Division unter, by Date: Plans reviewed by: Date: .2.00 Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: uilding Depdrtd,1Zn, Environmental Healtl FR *� 0 : - S BJECT-: Sanitation Clearance E.H. USE ONLY Plot Plan Attached ROOF Plan Attached Sent to 8.0. - J f f A> DN - 4 Jf 114 6— — 123 9-364 - 42 Owner Localtion AP# Plan Approved for: Sewage Disposal Water Supply: Public P'- Private Well Clearance for dwelling. Other r, 3� 'Ab P,04� /9V,&,C final for: Final clearance O.K. for: NOTE: .4, - Environmental Health Specialist Date A." 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 ^ A.P. # PROPOSED BUILDING USE I `yiuJ U DATE RECEIPT # DATE REC BUII,DING PERMIT FEES' �/ - _ glance Du 1.e ................. $ $i o 7a. 6-S -0 6 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2.'SCHOOL DISTRICT FEES aid at District Office) S_HERIFF FEES (paid at Building Division) $3v (� ,q Residential ........ x $360.00 = ' �T v Units Commercial (sq.ft.)... x $0.03 = $ C Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt. Commercial (sq. ft.) .. x =$ Sq.Ft. Amt. Q 05. RECREATION DISTRICT FEES (paid at District Office) —U 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) . 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit,. These fees may be changed during the plan checking process. APPLICANT ` xi DATE 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) ~ ....s�"�'�`.dw`}r..^�^�r"r'...rwWy.+y,-•r,•1..r+.:,...y,,,,r•..+.rY�'^a`'y„*'^f'+f`.•ex,,,''vr��n:++,•rM:.�-f''�'L'yyr.«ntv�.r'.i^'rr.n,.•rry�s.:nr^'rt'rr.-�`Fi^''..•„--,r.,.,L,s�„,,ni.�"nV'�'"""^N '�ear u,• BUTTE COUNTY PARRS DEVELOPMENT FSS CERTIFICATION FORD CHICO AREA RECREATION AND PARK -DISTRICT Assessor Parcel Number (s) ✓ (` 3�yr% - �/y / 7 -' Property Owner Project Location/Address V �o( (rCi�wY l/� Subdivision Residential Development: (check one) Lot Number(s) New Development _Alteration/Addition ,i. _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units. Comment Building EreparEiVint Repr sen ative Date *�t�r�r�r�r�r�r�rrr�r�r�r�r�rx,�rr�r�r�rx�r�r�c�rrrrr�r�r,��r�rw,��r�r*rr�r�r,r�r�r�r�t�r�r�r�r��r�r�r,��t�rx�r�r�t�r�r�r�r�r�r�r�r�r�t*grit Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Street Address) City State MW Phone Number) (Zip Code) r' has complied with the requiremeits of Butte Co. Resolution No. 90-140 by 0 (a,, w,,,......+.1 y.•. r.. a i . ( 7 a' 9', 5, a ,,. � f . payment for _ dweIling-units �O' $'1,.189 for total pa'ymen't of t CARD Representative lDatd PAID BY CHECK NO. ,� REMARKS: BANK NO. qa- PAID BY CASH ' RECEIPT N0. y r Distribution: White --Applicant Yellow -Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. •='' QS/OS/Q0 4:I5Ai{ 00107449 CHECK $1184.00 � park.fee (form revised 11/9C) 9 't WI e. x4 .y::,.'rtRiiizrr'ZiS, � t.",da,'WY%'g}i?�'r,; ~• .. y 1 BUTTE, COUNTY SCHOOLS IMPACT.FEE CERTIFICATION FORM r (One form per Building) School District A.P. Number o 39 �3&o -087 Jurisdiction: City Property Courter (-- UA - Property Location/Address 030—,�v0 — 09 ,% Building Department No. County Subdivision Lot No. :.................................................................................................................. Residential Development Q `: Sq. Footage /� 9 NELiAfng Mobile Home Addition/ *Supplemental to (Group R)' Units Installation Conversion, Permit # .................................................................................................................. *(No foundation inspection)i Commerciilhr dustrialJ. 0... ; Sq. Footage;----., New Addition (Including Exterior Roofed Areas) /;2 -00 Building Department R presentative Date School District District Identification No. School District certifies that / iC� o4 (Applicant) (Street Address) 22 of _ (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing 1d % square feet. School District Representative Paid by Check # / Remarks: 7 71) .9g by payment of $ t AB 2926 $ FULL MITIGATION $ •s Date 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. Failure to submit a timely written protest will prohibit you from challengingthe 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) feeform.xls (10/98)dmm i AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 . _ COPY of Document Recorded 05 -May -2000 2000-0016630 Has not been compared with original BUTTE COUNTY RECORDER 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 %ithin 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 LEGAL DESCRIPTION Date: —3 1=.� CJ PROPERTY OWNERS: T RESA AGUIRRE State of California ) County of BUTTE ) On 5-3-00 before me, JANET R. HERBERT, A NOTARY PUBLIC TRRRSA A;UIRRE ' personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/thee executed the same in his/her/their authorized capacity(ics), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and flici1. al seal. r °"...... ��; JANET R. HERBERT Comm. #1178398 _ ® NOTARY PUBLIC CALIFORNIA O l/ P BUTTE COUNTY Signa rc Cal: My Comm. Expires Apr. 17, 2002 i AP.= SCHEDULE C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THE SOUTH ONE-HALF OF THE NORTHERLY ONE-HALF OF LOT 61, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP OF STANLEY PARK", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 7, 1906, IN BOOK 6 OF MAPS, AT PAGE(S) 105. AP NO. 039-360-087 J CH(CO ENV. HEALTH Septic, W.,CII V ❑ APPROVED CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit 4: Date: 3� Genera/Information T / R AI Owners Name: `(� % S G u Parcel Acreage: Owners Address: Building Site Address: oz ProPertylnformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial Mobile Home ❑ Residential Accessory ❑ 2nd Dwelling ❑Multi -Family >2 units per reel Pa fie pb c ElWell ❑Other Zone District: Date of Zoning Ordinance: General Plan: 14 V-21 Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ❑ No ❑ Yes Violation Area No ❑ Yes Specific Plan No. ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use FloodplainftNo [IYes Zone: Panel Number: VJOS ® No f-1 Yes Watershed Protection Zone Proposed Use Complies With: General Plan Zoning Proposed Use Requires: ❑ Use Permit ' ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ .Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: v Zoning Code Street & Highways Fire Prevention Subdivision �1a Front�-- Side , D Side street < Rear lJ Heulht -� I:nvironmental Health Issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/MuIU) ❑ No ❑ Yes Parcel Created by: ❑ Deeds Date of Creation: CI % Z. Legal Access Provided: ❑ No Wes Deed Reference: / %3 Z. OYL Legal Access Required: ❑ Norx Yes Parcel Frontage on Publicly Maintained Road: ❑ No ® Yes, Road Name: 0/le giro GtA1c� Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Map Date of Recording: Lot: Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development 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 General Comments: 'AIO iMd013A30 0Nd1 31MS 30 UN600 OOOZ 9 0 ddb C13AI333H GREGORY A. PEITZ : ARCHITECT 383 RIO UNDO AVE., CHICO CA' 95926 (916) 894=5719 I AR N Y A. A FCS �c No. C. 21.283 * �. . • • �� REN:� ' (/ .� e . F OO-D� 23 .CA���`�� BUTTE COUNT PA . ` APPROVED 41-61 A-g,�,. LOAD SUMMARY Wind Analvsis Normal force method, exposure B, 75 mph wind speed P=CeCgQsI .WALLS P=.62 * 1.3 * 14.5 * 1.0=.0117-ksf @ 15 ft. P =.67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. . P =.72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P =.76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * l;0 =.009 ksf. @ 15 ft. P =.67 * 1.0 * 14.5 * 1.0 =.010 ksf. @ 20 ft. P=.72*1.0*14.5*1.0=.011 ksf @25 ft. P =36 * 1.0 * 14.5 * 1.0 = .011 ksf @ 30 ft. ROOFS 9:12 TO 12:12 P =.62 * 1.1 * 14.5 * 1.0 =.010 ksf@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 =.01 I kst @ 20 ft. P =..72 * 1.1. * 1.9..5 * 1 0 = .012 ksf..@ 25 ft. - .................. _.._......76 :.....1..1._. 1...4.5 1.0 -..:012--kst--@..30 �---_.: ......... . Seismic Analysis Static Method . V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V ='2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls < R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf.-live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with, I7coat'stucco or siding 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 22-141 SO SHEETS 22-142 100 SHEETS -- 22-144' 200 SHEETS 00 _ w _ S Nj it 70 f` _�..,._ -"__ - ,...—_.-� f i..:.....1e......._- - .._ � "s:• t' 4.+��.-r. r�r.!^,5,.'. ..- 3• ! 3.,._ A. :i. }. � _ r. F_ f �.�� WW W W W W xx YI N h coo H C4 -t N M N C N C 4 .r YL e7 its 7 15 0TH c q Y') tL �J l.Z c.� .a,TcFF G CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R --r----'------------------------------------------------------------------------- Project Title: AGUIRRE 1819w (BASE CASE) Run: 289 13 -Mar -00 Project Address: ORCHARD WAY, AGUIRRE 1819w (BASE CAS Glazing Area, % of Floor Area: CHICO, CA. 95928 Average Fenestration U-Value:0.73 Building Title: AGUIRRE 1819w (BASE CASE). Building Permit # Document Author: BOB METZGER O.D.S. Floor Construction Type: - Telephone: 530-342-9688 or 865-9688 Plan Che -1- / Date 5'q-av Compliance Method: CALRES2 1.34.03 Field Check / Date Climate Zone: ------------------------- '11 0.062 Outside Wall GENERAL INFORMATION Conditioned Floor Area: 1819 ft2 Average Ceiling Height: 10'11" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 270 deg (West) Glazing Area, % of Floor Area: 15.0% Average Fenestration U-Value:0.73 Average Fenestration SHGC: 0.76• Number of Stories: - 1 Number of Dwelling Units: 1.00 Floor Construction Type: - Slab on grade BUILDING SHELL INSULATION FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti -------------------------------------------- ------------------------- Slab 327 Yes Grade Slab 1492 Yes Grade D ' JLME OD"'If JR -OM DEPARTMEN APPROVED Cavity Sheathing Component Insul Insul Total Assembly Type --------------- R -value -------- R -value -------- R -value -------- U -value -------- Location/Comments Door 0 -- 3.03 0.330 ----------------------- Unconditioned Wall 13 5 16.13 0.062 Outside Wall 13 0 11.36 0.088 Unconditioned Wall 13 5 16.13 0.062 Outside Wall 13 5 16.13 0.062 Outside Wall 13 5 16.13 0.062 Outside Wall 13 5 16.13 0.062 Outside Wall 13 5 16.13 0.062 Outside Floor 0 0 1.38 0.722 Grade Floor 0 0 3.38 0.295 Grade Ceiling 38 0 41.67 0.024 Attic Slab Perimeter 0 0 0 0.507 Unconditioned Slab Perimeter 0 0 0 0.756 Outside FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti -------------------------------------------- ------------------------- Slab 327 Yes Grade Slab 1492 Yes Grade D ' JLME OD"'If JR -OM DEPARTMEN APPROVED CERTIFICATE OF COMPLIANCE: Residential _ type Page 2 CF -1R Project Title: AGUIRRE 1819w (BASE CASE) 50g.W/H Run: 289 13 -Mar -00 No No WATER HEATER/BOILER DETAILS FENESTRATION Rated Pilot Water • Input Area U- Interior Exterior Overhang -.. Loss R -value (Btuh) -------------- ------ ` Orientation __(ft2) value Panes Shading Shading and Fins -----. ----- ----- ---------- —------- -------- .. . �.. .. r•.a. ----------------- Window,.West 23.3 0.500 2 Standard BugScrn :Overhang Window West 50.0 0.750 2 Standard BugScrn = Overhang Window West 10.0 0.730 2 Standard BugScrn Overhang Window North 20.0 0.730 2 Standard BugScrn Overhang Window- North 32.0 0.750 2 Standard BugScrn Overhang Window' East 73.3 0.750 2 Standard BugScrn -Overhang Window East 12.0 0.730 2 Standard BugScrn _,.Overhang Window South 44.0 0.750 -,12 Standard BugScrn Overhang -, Skylight 8.0 0.870 2 Standard BugScrn None THERMAL MASS Area Thick _ Type Exposed? (ft2) (in) Location/Comments None HVAC SYSTEMS Duct Location . • Type Efficiency and R -value Furnace - - 0.80 AFUE Attic - - Air Gond. --central split 10.00 SEER Attic WATER HEATING SYSTEMS .' T 0 ` 1 Distrib Water Water # of Energy Volume System Name Type Heater Name Heater -Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ 50g.W/H Standard Std.50gW/H Storage gas 1 0.60 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------ ------------- ------------ ----------------------- �:,�': �•. 50g.W/H -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE ---- (kBtuh) ------- -.. Loss R -value (Btuh) -------------- ------ ------------ Std.50gW/H ---------- 760 -- 36.00 -- -- -- JUTTE OM V (OACM DEPART11 E - PPROVE CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title.- AGUIRRE 1819w (BASE.CASE) ;Run: 289 13 -Mar -00 HYDRONIC DISTRIBUTION AND TERMINALS �4•j Pipe .Pipe i : I Insul Insul - System/Name --_Type ._ Number run (ft)- diam (in) thck (in) R -value -------------- - ------------ } ----------------------- --------- '.------- None °."1 '!•-ti fr+ b'.�c.,,y : `t? �i ., t' •;: i- -'•' .._ - SPECIAL FEATURES,+REMARKS,.AND-NOTES <� 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other -interior shading devices must be -installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: -Ceiling. -------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6,.of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied -is indicated in the Special Features, Remarks, and Notes section. JUTTE G=�411 DEPAITIV,E APPROVED - CER'T'IFICATE OF COMPLIANCE: Residential Page 4 CF -1R 'Project Title: .AGUIRRE 1819w (BASE CASE) Run: 289 13 -Mar -00 DESIGNER OR OWNER LUIS & TERESA AGUIRRE 2657 FAIRFIELD COMMONS CHICO, CA. 95928 895-1890 Certification #: Signed ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Date Signed Date DOCUMENTATION AUTHOR BOB METZGER O.D.S. BOB METZGER O.D.S. 2231 St. GEORGE LN. ##70 CHICO,•CA. 95926 530-342-9688 or 865-9688 ���i� _Illwi ��� OJI-TE CCkk j,: ku-N MG DEPARJk4F APPROVEn COMPUTER METHOD SUMMARY Page 1 C -2R - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project Title: AGUIRRE 1819w (BASE CASE) Run: 289 13 -Mar -00 Project Address: ORCHARD WAY, AGUIRRE 1819w (BASE CAS CHICO, CA. 95928 Building Title: AGUIRRE 1819w (BASE CASE) Building Permit #Document Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688 Plan Check / Date Compliance Method: CALRES2 1.34.03 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design --------------- --------------- Space Heating 22.86 Space Cooling 14.25 Water Heating 13.85 Total 50.97 GENERAL INFORMATION Conditioned -Floor Area: •.Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration'U-Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Proposed,Design --------------- 21.89 14.79 12.07 -------- Complies 48.74 Yes 1819 'ft2 10'11" ft -in SFD Single Family Detached 270 deg (West) 15.0% 0.73 0.76 1.00 1 Floor Construction Type: Slab on grade Number of Conditioned Zones: 1 Total Conditioned Volume: 19857 ft3 Conditioned Footprint Area: 1819 ft2 Ground Floor Area: 1819*ft2 BUILDING ZONE Zone Name HOUSE INFORMATION Floor Area Volume .(ft2)(ft3) 1819 19857 OPAQUE SURFACES Surface Area U- Insl Type ---------- (ft2) value Rval Zone = ------ HOUSE ----- ---- Door 17.8'0.330 0 Wall 173.7 0.062 18 Wall 347.2 0.088 13 Wall 17.0 0.062 18 Wall 474.0 0.062 18 Type ------------- Conditioned Vent Thermostat Height Type (ft) CEC_Standard 210" Total Tru Slr Construction Rval Azm Tlt Gns Type Location/Comments 3 270, 90 No 28 -Wood 16 270 90 Yes W18.EQ4 11 270 90 No W13.2x4.16 16 315 90 Yes W18.EQ4 16 0 90 Yes W18.EQ4 Unconditioned outs e�-, Unco 1 rormd* m � JQu�sa e, . Out's n ` i COMPUTER METHOD SUMMARY Page 2 g C -2R Project Title: AGUIRRE 1819w BASE CASE Run: 289 13 -Mar -00 OPAQUE SURFACES continued; Surface Area U- Insl Total Tru ,'FIlFRTDR Slr Construction Wind ;Type------ (ft2) value Rval Rval Azm Tlt Gns Type - Location/Comments .L -" Wall .c Wall 75.0 0.062 _ 18 ' • 16 _ 45 .90-Yes-W18.EQ4 Wind Outside Wall 334.70.062' 371.0 0.062 18' 18 16 90 90 Yes W18.EQ4 Outside Floor 327.0 -- 0 16 180 90 Yes W18.EQ4 Outside Floor 1492.0 -- 0 -- -- 180 No Slabl40E Grade Ceiling 1811.0 0.024 38 -- -- 180 No S1ab140C Grade STD.OPER 8.0 180 90 42 -- 0 Yes R38.2x4 24 Atti PERIMETER LOSSES " Perimeter Length F2 Type (ft) Factor Zone = HOUSE Exposed 3810, 0.507 Exposed 180'0" 0.756 FENESTRATION SURFACES Fenestration Tru Name -------------- Type Zone = HOUSE (ft2) ,'FIlFRTDR Wind F21 Wind F22 Wind FL11 Wind ,L11 Wind L21 Wind •.BL11 Wind .BL21 - Wind B11SGD Wind B21 Wind ,B22SGD Wind Rll Wind R12:.4' -.Cr Wind R21 Wind R22 Wind SLI =: _ Skyl Slider, Metal Insul Insul Depth - R-val (in) Location/Comments ' -- -- Unconditioned 0 16. Outside Glazin Area Tru Open - FrameCharactr .STD.DOOR , (ft2) Azm Tlt Type Type Name 23.3. '270 90 Hinged, Wood/Div .STD.DOOR , 40.0 270 90 Slider Metal STD.OPER 10.0 270 90 Fixed ,Metal STD.FIXED 10.0 315 90 Slider- Metal STD.OPER 20.0 0 90 Fixed Metal STD.FIXED 6.0' 0 90 Slider Metal STD.OPER 10:0 '45 90 Slider, Metal STD.OPER 16.0 45 90 Slider Metal. STD.OPER 40.0 90 90 Slider Metal STD.OPER 12.0 90 90 Fixed Metal STD.FIXED 33.3 90 90 Slider Metal STD.OPER 8.0 180 90 Slider Metal STD.OPER 8.0 180 90 Slider Metal STD.OPER 14.0 180 90 Slider Metal STD.OPER 14.0 180 90 ' Slider Metal •_•;,- STD.OPER ' 8.0 -- 0 'Fixed • 'Metal SKYLIGHT Comments ---------------- 'WTD cowl i vrL COMPUTER METHOD SUMMARY • Page 3 g C -2R Project Title: AGUIRRE 1819w (BASE CASE) Run: 289 13 -Mar -00 GLAZING CHARACTERISTICS ` Glazing Charactr Glazing # of U- Interior Shade T Type SHGC SHGC Int Name ------------ TypePanes ------- value - ----- SHGC See notes ------ Exterior Ext Shade Shade T Type Shade STD.DOOR STD.OPER Clear Clear 2 0.500 2 --------- 0.870 Standard __ _ 0.680 BugScrn 0.757 STD.FIXED Clear 0.750 2_•0.730 0.870 Standard ..0.870 Standard 0.680 BugScrn 0.757 SKYLIGHT Clear 2 0.•870 ,0.870 ,Standard 0.680 BugScrn 0.757 0.680 BugScrn 0.757 ..OVERHANGS Fenestration ' ---------------------- Name -_-_ ---- Height Width - ;Depth- Above -Left Extension Glazing-- Right Extension F11FRTDR F21 61811 3 1 611 '8 61 O '' ---- -- 1 � 4.. 11.4.1 ��. 11 8.. F22 50I1 1131 1 011 8101 8 1 0 11 O 1 A "1 314"1 Y 616" 1510" FL11 . 51011 '210,, 8,011 21011- 1110" 616 to 11411 151011 ' ; Lll 51011 A l 011 21011 3101, 1A11 31011 11411 . 15' 0" _ 21011 L21 BL11 3101, 51011 2101, .2' Off 101 21011 ;», 114111011 51011 40' 01, BL21 - _A 41011 2A1011 2101, 9 1 011 11411 111011 . 5101 B11SGD 61811 '61011 8 .0.. 0811 - 121911 11411 14' Off 111911 ' 71611 B21 B22SGD 3101 61811 4 iOlf `5 1'011 2101, 1 31611 181611 6'611 R11 4101, 2101, 2 01, 2101, 3' 6" 101011 11411 141011 R :. =•4 "0" ; 21011 2 101 20101, 11411 111011 31811 121811 R2121 R22 31611 1011 41011 21011 5' 10" 34 1 011 1'3 1 Off 3 66" 4"O1� 2 1 01, 511.011 71011 401011 FINS ------------------------- Left Fin - Right Fin Fenestration '• -• - -------------------------- Exten Dist ---------- -------- Name Height - Width Exten Dist Fin Fin above to Fin Fin above to Depth Height glzn lzin g Depth ------ ------ ------ g g ----- Height glzng glzing one ------ ------ ------ ----- ------ THERMAL MASS '- Vol Cond- Area,Thck Heat duct- Construction Insd Mass Name (ft2) - (in) ---- ---- Ca ivity ----- e Type Rval . Location � /Comments /Comments None - ------------ ---- ----------- -------------- Amp ov COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: AGUIRR*E1819w (BASE CASE) Run: 289 ___-------- 13 -Mar -00 SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction, Fraction Thermal Mass Comments ------ -------- --------- HVAC 'SYSTEMS System Name System TypeDuct Location Efficiency and R -value ------------------------ Zone = HOUSE ---- --------- GasFurn.80 Furnace 0.80 AFUE Attic ACsplit10 Air.cond. -- central split 10.00 SEER Attic WATER HEATING SYSTEMS Recovery Rated Input Standby Distrib Water System Name Type Heater Name Water Heater Type # of Energy Volume ---=-------- -- ----------------- 36.00 Htrs F actor (gal) 50g.W/H Standard•Std.509W/H Storage gas _ 1 0.60 HYDRONIC DISTRIBUTION ,AND !TERMINALS 1 ; 50 System/Name •' . '` Type{. ",: y .- :, - - Pipe "Number run (ft) ------------- ..WATER HEATING'SYSTEMS MISC _ ------ ---- Solar'savings. Solar System Name " -fraction ' system Wood stove Wood stove ---------.----==-------- type--- boiler? boiler pump? 50g.W/H. t i-- ----- ---------- ------------- -- No No WATER HEATER/BOILER DETAILS Water Recovery Rated Input Standby Heater -Name_- Efficiency" AFUE (kBtuh) Std.50gW/H 760 -- 36.00 ---Loss -- HYDRONIC DISTRIBUTION ,AND !TERMINALS 1 ; .,T _ System/Name •' . '` Type{. ",: y .- :, - - Pipe "Number run (ft) ------------- N None ------ ---- i Pilot Tank Light R --value (Btuh) Pipe Insul Insul diam (in) thck (in) R -value APPROvEn Page 5 C -2R Project Title: AGUIRRE 1819w (BASE CASE) Run: 289 13 -Mar -00 SPECIAL FEATURES, REMARKS, *AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at'the time of inspection. All other interior shading devices must be -installed for inspection. 2.• Heating duct register location: Ceiling, 3. Cooling duct register location: Ceiling. r a MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 A t MF -1R Project Title.......... MASTER PLAN Date. 01/01 ,Project Address........ MASTER PLAN --------------------- CHICO, CA. Documentation Author... BOB METZGER 865-9688 ; Building Permit # ; Company ................ BOB METZGER 0 D S i Telephone .............. 865-9688 or 342-9688 ; Plan Check / Date ; Compliance Method ...... C' /LC � Field Check/ Date Climate Zone........... 11 JPVz;;L�h, �• ��------------------ ------------- ----------------------------- i------------------------------------------------------------------------------� Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere -in the documents or on this checklist -only. BUILDING ENVELOPE MEASURES 4gena--tni -------------------------- es force- ewent *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill4,insulation manufacturers labeled R -Value. It *150(c): Minimum R-13wall insulation in framed walls (does not apply to exterior mass walls). i *150(d): Minimum R-13 raised floor insulation in framed floors; i = minimum R-8 in concrete raised floors. ` 150(1-):" Slab edge insulation - water absorption rate no greater j than 0.3%, water vapor transmission rate no greater than 2.0 • perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. i 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned E spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 1 { 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances 1 and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door t b. Outside air intake with damper and control 11 E c. Flue damper and control E l0 2. ,No continuous burning gas pilots allowed-. _ r Q" - C4 'Z „ 110-13: HVAC equipment, water beaters, sbowerbeaas ana iaucets certified by the CEC. r� 150(i): Setback thermostat on all applicable heating systems. r_ -(l 150(j): Pipe and Tank insulation 1. Indirect hot Water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or'greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank.-� *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation t�A�l�� pump time switch. 'A LL-' 115: Gas-fired central*furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception:.. Non -electrical cooking appliance with pilot ( 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er went 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. TO ... i se -aware- tt_h_at glazing units g(ineluding doors° with glass)"must.'have permanent NFRC labels. Glazing labels will'be checked-.against--the-Title 24 calculations--at-the time of framing - .1 inspection. If the installed.U-value'is of a lesser value the Title ,'. i 24 calculations must`"be'redone, and appropriate changes made to the structure (e.g., this -may include additional insulation, addition of ' screening devices, reduction of window sizes, etc.). Note that an Installation Certification Form CF -6R is required to be ti `-w -posted' at the residence proper to the.,,issuance of a Certificate of l Occupancy. This is in addition -to -the Insulation Certificate. r jUTTE NI f *JILL NG DEPAr IVU - ll� IF APPLIES ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)Td 6F CAULKED, SEALED OR WEATHER STRIPPED. SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. ALL EXTERIOR PANELS EDGES TO BE CAULKED. GENERAL NOTES SHEET E 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. y DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO 'DUCT _ACCESSABLE FROM INSIDE F.P. AREA c> FLUE _DAMPER ._TIGHT -FITTING 8 . . READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE INSTALLED PER MI.+ U.M.C. 8 INSULATED 0- INSUL.- GAS EQUIP.) 8 Qu I NSUL . -HEATPUMP EQUIP.) 154 DENSITY TYP . tATIMV,. 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 40 LUMENS/WATTS OR GRATER. 8. FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9. W.H. TO HAVE. a) 1'-6" HIGHT PLATFORM. b) . VENT T HRU ROOF.. c) ADEQUATED CONBUSTABLE AIR VENTING_ d) R-4'INSULATION 5'-0- TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING.t1F Irl-LouUEp f) R-4, INSULATION ON CIRCULATING SYSTEM. s) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. ]I. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- .ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCES & DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WDOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY WEATHER STRIPPED. -1.5. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. ' 16. PROVIDE INSULATION -BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S.'WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT-. OR -OWNER TO SUPPLY MAKE AND MODEL. JUTTE COW ROVEP GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 RECEIVED APR .1\ 12000 BUTTE COUNTY BUILDING DIVISION PROJECT: I have reviewed the truss submittal f6r the above project and all loading design criteria have been met. Gregory A. Peitz Architect DATE: TO BUILDING DEPT: PROJECT: LOCATION: I HAVE REVIEWED THE TRUSS CALCULATIONS AND DETAILS IN REGARDS TO THE ROOF STRUCTURE OF THIS PROJECT CONCERNING SIZES, SPANS, PITCH, ETC. WITH RESPECT TO MY SATISFACTION IT APPEARS THAT THE TRUSS CALCULATIONS AND DETAILS CONFORM THOROUGHLY WITH THE PLANS DRAVI'N FOR THIS PROJECT. -ALL. W4--P(ACi ML TMA W�lE SEA MV.. BOB METZGER e -)A c co CA. ayq 2.t,, t 865-9688 or 342-9688 SIGNED: MiTek Industries, Inc. Western Division 3140 Gold Camp Drive, Suite 140 Rancho Cordova, CA 95670 1-800-772-5351 5321 EASTSIDE ROAD REDDING, GA 96001 (916) 244-0700 — a �Al'-.-*, �. �,• rot CLIENT: LOCATION: 64) to I.O.NO.:MLlZt- DATE: -; — 3 (. c:)O 0 r iU T r d _AwrVhL WARNING: DG NOT CU'T' OR ALTER TRUSS "IjbINo ©EPA - TRUSSES REQUIRE EXTREME CARE IN ""'M P V PRODUCTS PRO HANDLING, ERECTION AND BRACINGP.O. B�ruPZCTroM ax 2455 SEE HIB -91 SUMMARY SHEET COMMENTARY AND RECOMMENDATIONS FOR HANDLING, PordandOR97220 INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES. tsar 254.,MO4 I.C.B.O. Research No. r-R,,qy2Z NER-CA275 o � o � N -o o' rn 0 cn N o N � N a 0 m I R29173531 M422 !AE (SCISSORS' 1 1 j Lrn SSLurcid&-, REDDING, CA 9fi0 9""'-'""" -"'"""""" --' I --- 25=32 s Oct 7"1999 MiTek fndustn`es, nc. u Nfa73'0"93'98 46-200D' Page 2-0-0 6-1-12 10-7-3 15-0-9 19-6-0 24-1-2 2&B 4 33-3-6 38-9-0 39$.oale = 1:82.8 2.0-0 6-1-12 4-5-7 4-5-7 4-5-7 4-7-2 4-7-2 4-7-2 5-5-10 0-3-0 3x6 - 6.00 rl"2- �ateUffsT(X; N r----—.._..---..._..___......� _-.. Job Truss Tr05s Type Q I PlyI BAKER M422 A SCISSORS 2 I1 R2917349 moss lumber. REDDING, CA 96001 4.0.32 s Feb 18 1999 MiTek Industries, Inc. Fri Mar 31 08:31:37 2000 Pagel -2-t1-o 61-12 10.73 150.9 19-6-0 2412 28-8-4 33-3-6 38-9-0 3%CI-0 2-0.0 6-1-12 4-5-7 4-5-7 4-5-7 4-7-2 4-7-2 4-7-2 s s10 a3-0 BLACKING & SRACM REQ1 fAm Ar all sooner. r-1 0 M al O 6.00 12 5x5 = 5x5 i 6 5x5 :• Connect truss wi Simpson to girder or equal hanger. ' Xr 11 6x12// 4x7 L ONO 1 fi 0 0 6 12 12-9.14.._— 19.6-0 257-8 I 31-9-0 1 38-9-0 39(0-0 6.0-0 0.1-12 6-8-2 6.8-2 6-1-8 6-1-8 7-0.0 0.3-0 Plaie OffsetsX,Y)_ 12:0-6-9,0-6-121,[5:0-2-8,0-3-01, [TO.2. 8,0-3-0], [12:0.2-4,0-3-41, [14:0-2-8,0-3.4] 15:0-4-0,0-2-10] - LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) Vdeft PLATES GRIP^ TCLL 16.0 Plates Increase 1.15 I TC 0.85 Vert(LL) -0.38 12 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.80 Vert(TL) 0.72 12 >538 SCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.55 10 Na BCOL 7.0 Code UBC/ANS195 1 St LC LL Min Well = 360 Weight. 177 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0.0 on center bracing. WEBS 2 X 4 DF Stud/Std-G WEBS 1 Row at micipt 4-15 OTHERS 2 X 4 DF Stud/Std-G REACTIONS (Ib/size) 10---930/0-3-8,16=1393/0-3-8 FORCES (lb) - First Load Case Orgy TOP CHORD 1-2=20, 2-3=1328, 3-4=1340, 4-5=1937, 5-6=2255, 6-7=2255, 7-8=3273, 8-9=4056, 9-10=-4252 BOT CHORD 2-15=1207.14-115=11338, 13-14=2068, 12-13=2888, 11-12=3545, 10-11=3948 WEBS 3-15=-239, 4-15=3109, 4-14=515,5-14=-428,5-13=56. 6-13=1806, 7-13=741, 7-12=448,8-12=-450,8-11=363,9-11=121. 2-16=36'15-16=1393 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 fora 10.0 psf bottom chord live bad nonconcurrent with any other live bads per Table No. 16-8, UBC -94. 4) A plate rating reduction of 20% has been applied for the green lumber members. S) R—rind at jninr(n) 1n rnnxidars parallel to drain value usino ANSI/TPI 1-1995 anale to grain formula. Building designer shouldverify capacity capacity of bearing surface. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard b vu m NO. C049919 * EXP 9-30-00 J? CIVtt.P q OF �}hAar 3?1,2015 ® WARNING - Verify design puraineIers and READ NOTES ON THIS AND REVERSE .SIDE RF.F0RL-' USF GW =1 t; �• Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual "� a, building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of ^�-. 1 I - 'V--�� q ° a�,�.' EPAC component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual ®[�?rp• web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. N11"A ',, i+ �)<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 -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719 MI?ek Industries, Inc. CI/F 'r♦—PICI'OAI 1A11 n-1ltllnnntlf v,irw niiin.1—,,,,n, -61' - ....._......r'- .. ss pe Ol---'y i Ptyi BAKER- -------- IJob TruTruss Ty R2917350 jM422 AlSCISSORS 4 11 __.. _..!._ _ i. -----' ...__- moss lumber, REDDING, CA 96001 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Fri Mar 31 08:41:17 2000 Page 1 1-2-0-0 &1-12 '10.7-3 15-0.9 19.6-0 24-1-2 28-8-4 333.6 38 9 0 3�9;L0 2-0.0 6-1-12 4-5-7 4-5-7 4-5.7 4-7-2 4-7-2 4.7-2 55 10 03.0 6.00 1 2 5x5= Connect. crus:, fo girder BLOCKING 8t BRACING 5x5 � a QUIRED AT SUPPORT. 6 5x5 ; tZq with Simpson orequal T -- hanger. 5x6 5 7 3x4 1.5x411 4 /' 8 o� 13 3 5x8 = 9 14 12 5x5 - 5x5 f o 1 2 �� 11151.4.00 12 3x4 ` `,0 fY 4x7 11 6x12// o 4x7 1-_ 6-0-0 6.102 12-9-14_ 19.6-0 257-8 31-90 38-9-0 39.0-0 6.0-0 0.1-12 6-8-2 6-8-2 6.1-8 6.1-8 7-0-0 0-3-0 -Plate Offsets (X,Y): [2:0-5-10,edge], [5:0.2-8,0.3-0 .17:6-2-8,0-3-01,[12:0-2-4.0-3-41,[14:0-2-8, j, [15:0.3-10.0-2-10] - LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (Ioc) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.85 Vert(LL) -0.38 12 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.80 Vert(TL) -0.72 12 >538 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.55 10 n/a BCDL 7.0 Code UBCIANSI95 1 st LC LL Min Vdefl = 360 Weight 177 Ib LUMBER BRACING - - TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 104-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G WEBS 1 Row at midpt 4-15 OTHERS 2 X 4 DF Stud/Std-G REACTIONS (Ib/size) 10=930/0-3-8,16--139310-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=20, 2-3=1328, 3-4=1340, 4-5=1937, 5-6=2255, 6-7=2255, 7-8=3273. 8-9=-4056, 9-10=-4252 BOT CHORD 2-15=1207, 14-15=1338, 13-14=2068, 12-13=2888, 11-12=3545, 10-11=3948 WEBS 3-15=239, 4-15=-3109. 4-14=515, 5-14=428, 5-13=56, 6-13=1806, 7-13=741, 7-12=448, 8-12=-450, 8-11=363, 9.11=121, 2-16=36,.15.16=1393 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) Bearing at joints) 10 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. ROfESS[O 6) This truss has been designed with ANSVTPI 1-1995 criteria. Q `^{( ONG LOAD CASE(S) Standard *, NO. C049919 . EXP 9.3 CIVIL ® WARNING - Verifj' design parum.elers and READ NOTES ON THISAND REVERSESIDE 13EFORE USE TE Tt�1,6_�l' I OPO 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 PPO6 WONG DEPAIrRiThAE component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. TM POV Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance Ei14 regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DS8- CRS 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss N! Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719IVII"fek Industries, Inc. GI��I i -S ICI'�AI 1All (131uIc,nnhiI \13111At IAIJ4.n.7 -nn n7 . 10w tiLUt r%%r,f i 19 t3RACIN6, 6.00 (-12 REQUIRED AT SUPPORT 3x4 5x6 5 5x5 r 0 3,� 1 1 Cf) = - 3x4 11 A 5x5 Connect truss to girder 6 with Simpson or equal 3x4 -z�- --� hanger. \\_ 7 13 5x8 - 2 12 ill. 3x4 3x4 8 5x5.;- 0 o ✓ 9 3x6 11 8x8-- 1.5x4 114.E 5x6 ; 4x7 6-0-0 6 1,;1212-9-14 19-6-0 25-7-8 31-9-0 I 36-9-0 3 -0 6-0-0 0-1-12 648-2 6-8.2 --F 6-1-8 I fi 1$ 7-0-0 0-3-0 Dse S�x.YF"f273:0-2-8-n--3_nTTwn-FN7Lr M -rT4-rro�r��rrrr:� LOADING (psi) SPACING Q ty -i Ply -- - ...Ll R----... --.—....... --- - M422 iA2 ISCISSORS , ±1 j1 I/defi R29173511 -moss lumtie�, REDOING, CA 960bl---"'- 4.0=37s1"999 Mi7ek >ndus6ies; Inc: T�iu Mai 30 73:18:452000 -Page '1 ' 2-0-024-1-2 2 0 0 .-1-12 10-7-3 6-1-12 4-5-7 15-0-9 19-6-0 4-5-7 4-5-7 4-7-2 28-8-4 33-3-6 38-9-0 39#4ale = 1:83.3 4-7-2 4-7-2 5.5-10 0-3-0 tiLUt r%%r,f i 19 t3RACIN6, 6.00 (-12 REQUIRED AT SUPPORT 3x4 5x6 5 5x5 r 0 3,� 1 1 Cf) = - 3x4 11 A 5x5 Connect truss to girder 6 with Simpson or equal 3x4 -z�- --� hanger. \\_ 7 13 5x8 - 2 12 ill. 3x4 3x4 8 5x5.;- 0 o ✓ 9 3x6 11 8x8-- 1.5x4 114.E 5x6 ; 4x7 6-0-0 6 1,;1212-9-14 19-6-0 25-7-8 31-9-0 I 36-9-0 3 -0 6-0-0 0-1-12 648-2 6-8.2 --F 6-1-8 I fi 1$ 7-0-0 0-3-0 Dse S�x.YF"f273:0-2-8-n--3_nTTwn-FN7Lr M -rT4-rro�r��rrrr:� LOADING (psi) SPACING 2-0-0 CSI DEFL on) (loc) I/defi TCLL 16,0 Plates Increase 1.15 TC 0.86 Vert(LL) -0.38 12 >999 TCDL 7.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.73 12 >537 BCLL 0.0 Rep Stress Ina YES WB 0.67 Horz(TL) 0.55 10 Na BCDL 7.0 Code UBC/ANSI95 1st LC LL Min Vdefl = 360 LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No. 1&Btr-G WEBS 2 X 4 DF Stud/Std-G OTHERS 2 X 4 DF Stud/Std-G REACTIONS (lb/size) 10=930/0-3-8,16=1393/0-3-8 PLATES GRIP M20 220/195 Weight: 211 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except 5-11-12 on center bracing: 2-15. WEBS 1 Row at midpt 4-15 FORCES (lb) - First Load Case Only TOP CHORD 1-2=20, 23=1319, 3.4=1346, 4-0=1928, 5-6=2255, 6-7=2255, 7-8=3278, 8-9062, 9-10=-4252 BOT CHORD 2-15=1198.14-15=1338.13-14=2071,12-13--2876.11-12--3546. 10-11=3950 WEBS 3-15=233,4-15=-3117,4-14=508,5-14=-437, 5-13--53,6-13=1809,7-13=732.7-12=461, 8-12-448,111-11=371. 9-11=1119,2-16=36,115-16=11393 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 rive loads per Table No. 16-B, UBC -94. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing atjoint(s) 10 considers paraliel'to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard t,R(*ES& ) ONG NO. C049919 EXP 4-9m ® WAKNINC - Verify design parameters and READ NOT/iS ON T///SAND REVERSE SIDE BEI, ORE use �t T`�-�-� March 31,`2":� 2000 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual �d 1.d`�ti.B ff 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 4't U..J .L�ING DEPAR TN web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 quality Standard, OSB-�Efll+ 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss j Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 We Industries, Inc. GI/I I rl—S ICI'Ot,l e)KII calvlcnnl,ll v7I IIAI IAIJr'P•7 — n n n 7 • Ir, - Iola M422 A3 I SCISSORS mos m6er12 DDING, CA 960b1 "' ""'-'—' 1OTy Ply....—�SATCER------ ._ .---------- •------- ----- ---• i1 1 I R2917352 I 1 --03sGctTf999'MiTeR'Inaiistries, In : Ttiu NfaT 30 13`.'18:45-20270 ragell 2-0.0 5-7-12 10-3-3 14-10-9 19-6-0 24-1-2 28 -BA 33-3-638-9-0 39 Cale = 1:84.1 2-0-0 5-7-12 4-7-7 4-7-7 4-7-7 4-7-2 4-7-2 4-7-2 5-5-10 0-3-0 6.00 r12 ' 5x5 Connect Irusf., to girder ctE�GKitT S5x5 With Simpson or equal tA��EUIHED AT BUPPOPPO O RT: 6 ���►�� hanger. 6x8 3x7 -� 3x4 1.5x4 11 \, 9 o �l 14 1.5x4 3/ 4 11 6x8 %5 411 1 1. 4 11 13 \_ � :.-- 5x5CIS r, 2 �; 5x6 12411 11 o rj 3x6 I 3x4. 1+ 7x8; 3x10; 5 7-12 5 7-14 12-6 14 19 Fro 25 7-8 31-9-0 — 1 38-9-- 0 39 ¢0 -- I.._ 5-7-12 0-0-2 6-11-0 I 6-11-2 6-1-8 6-1-8 7-0-0 0-3-0 �aje Offsets (X1Y.'—[2[)_8�:2j (5.'0=2 $�3 D , '.13.0 Tom] jB3> 2 5ea�; [13.'0 2 TT0 3 01-0]. [17:1ED Ifi>=i zj LOADING(psf) SPACING 2-0-0 CSI DEFL (n) (loc) Udell PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.89 VeR(LL -0.41 13 >973 M20 2201195 TCDL 7.0 Lumber Increase 1.15 BC 0.68 Vert(TL) -0.77 13 >512 BCLL 0,0 Rep Stress Ina YES WS 0.97 Horz(TL) 0.59 11 n/a BCDL 7.0 Code UBC/ANSI95 1st LC LL Min Udeli = 360 Weigh 211 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No.18Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: WEBS 2 X 4 DF ShXVStd-G 5-11-3 on center bracing: 2-16. OTHERS 2 X 4 DF Stud/Std-G WEBS 1 Row at micipt 4-16 REACTIONS Ob/size) 17=1379/0-3-8,11=951/0-3-8 FORCES Ob) - First Load Case Only TOP CHORD 1-2=20, 2-3=1314, 3-4=1314, 4-5=2168, 5-6=2389, 6-7=2389, 7-8=-2389, 8-9=3402, 9-10=4178, 10-11=4370 BOT CHORD 2-16=-1232, 15-16=1588, 14-15=2259, 13-14001, 12-13=3665, 11-12=4057 WEBS 3-16=238.4-16=-3323,4-155"75, 5-157371, 5-14=7, &14=1923,8-14=730. 8-13=453,9-13=-449,9-12=357,10-12=-115, 2-17=-O, 18.17=1379 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 fora 10.0 psf bottom chord live load nonconcurrent with arty 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) Bearing at Joint(s) 11 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5 This truss has been designed with ANSVT I 1-1995 criteria. LOAD CASE(S) Standard jROFNo ESSiO� v � NO. C-049919 EXP 9-30-091 gni' ®WARNING - Verify design parainelers cold RL -AD NOTES ON THIS AND REVERSE SIDE BE], ORl: (/Sli � March 31 2100.0 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 ¢�, a �:;,F. component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individualt:'§.t R�S4 ` web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. �� Additional permanent bracing of the overall structure i, the responsibility and of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -86 Quality Standard, OSB - 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss PPROVED Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719 MiTek Industries, Inc. GI/7.1 ri—S ICI.0Ni viii calulcnnAll vel IIAI IAI,Inr.•7 —00n7 • 10- Iola . .. _....—._....... IJob Truss Truss Type Oty Ply BAKER R16013113 M422 �A4 SCISSORS 1 1 t...._-.....1ber.-.....—------....---._...... ......._ --I ._.._... ----- moss lumber, REDDING, CA 96001 4.0-32 s Feb 18 1999 MTek Industries, Inc. Tue Jan 25 17:10:59 2000 Page 1 , 19-6 14-3-3 232-2 26 10� 30 Edi 34 2-7 39-0.0 al. r.... _ .. --0 t I 1 ......... t. _ 1 u 2-0.0 3-9-8 5-2-13 5-2-13 5-2-13 3-8-2 3-8.2 3-8-2 3-8-2 4-9-9 2-0-0 5x5 = BLOCKING & BRACING 6.00 12 -IEGUIRED AT SUPPORT: C c� 6 3x4 . 6 3x4 3X4 Offsets (X,Y): __... 3x5•% 5x8 4.00 f12 5x5 3x511 8x10 -;�- 1.5x4 11 4x12, 3x7 \\ s 13,3 �\ 1 -7-12X9 0 25 6 31-9-0 36-0.5 139 0 0, 1-513 7-10.4 7-104 8-1-8 6-1-8 4-34 2-11-11' 2-3-11 0), [2.1-11-4.0-1-21 [2:0-11-6,0-z:x),13:0-2-8,0-3-01- 14:o-1-12,0-1-ej, [1oa3-8,0-1-81 [11:0-2-7,0-3:s [iz:0-6-8.0-5-2), Al I, — . LOADING (pst) SPACING 2-0.0 CSI DEFL (in) (loc) I/dett TCLL 16.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.37 17-18 >999 TCDL 7.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.74 17-18 >556 BCLL 0.0 Rep Stress Iner YES WB 0.83 Horz(TL) 0.61 21 Na BCDL 7.0 Code UBC/ANSI95 (Matrix) 1st LC LL Min Vdefl = 360 LUMBER TOP CHORD 2 X 4 OF No. I&Btr-G BOT CHORD 2 X 4 OF No.1&Btr.G WEBS 2 X 4 OF Stud/Std-G *Except* 6-17 2 X 4 OF No.1&Btr-G OTHERS 2 X 4 OF Stud/Std-G WEDGE Left 2 X 4 OF No. 1&Btr REACTIONS (ItItsize) 2=1181/0-3-8.20=0/D-3-8,21=1279/0-3-8 PLATES GRIP M20 220/195 Weight 231 lb BRACING TOP CHORD Sheathed or 3-0-10 on center pudin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. FORCES (lb) - First Load Case Only TOP CHORD 1-2=71, 2-3=2887, 3-4=-2865, 4-5=3836, 5-6=-2877, 6-7=2854, 7-8=3297, 8-9=-3409, 9-10=2634, 10-11=746, 11-12--784.12-13=40 - BOT CHORD 2-19=2567, 18-19=3735, 17-18=3353, 16-17=2974, 15.16=2800, 14-15=839, 12-14=-692 WEBS 3-19=-100, 4-19=1183, 4-18=-147, 5-18=356, 5-17=-645, 6-17=2301, 7-17=-305, 7-16=193, 8-16=157, 9-16=375 ,9-115=603,110-15=0534,2-20=0, 12-21=0, 14-21=1279,11-14---177.10-14=2111 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Ali 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/TPI 1-1995 criteria. LOAD CASEIS) Standard r P- ✓� i 6 EXP 4-C'Q-c ' t '.P CtV ..r_ �Jan;ua, .26,2000 .:rs'sJn. tali -i !.nr usr. only with MiTek connectors. This design is basad on upon Phi.. ?' LIE •j��'r, ������� � � g ty p parameters shown, and is for individual ii,1;.p c::mponc-nt 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 :nernhers only. Additional temporary bracing to insure stability dunng constructions the responsibility of the erector. Addi:wna' :.mrnrF t i I ;ane. bracing of the overall structure is the responsibility of the building designer. For general guidance regarding �,+ r A . 'abriradnn, quaiity control, storage, delivery, erection, and bracing. consult QST -88 Quality Standard, DSB-89 Bracing i, B5rrerific4tion, and H)B-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, Sa3 D• NAITok Industries, Inc..rt�.Nrio nrve: ntQ' W[ 53:Q fi / R ' 0 AI •null n-1tutnnnut %i-uitIII ,,,,,. ••.,,, Yob TrussTruss Type Qty oly BAKER I M422 !A5 SCISSORS 11 1 R2601384 moss lumber, REDDING, CA 96001 4.0-32 s Feb 18 1999 MiTek Industries, Inc, Tue Jan 25 17:13:43 2000 Page 1 12:2:91 :.3-9-8 9-0-5 1±3-3 10 AL2-? r& I. ?�7 -4---i _ l 2-0-0 3-9-8 5-2-13 5-2-13 5-2-13 3-8-2 3-8-2 14-2 3-8-2 4-9-9 2-0-0 5X5 BLOCKING & BRACING 6LOCKING &BRACING 6.00r12 6 REQUIRED AT SUPPORT: AEOUIRED AT SUPPORT. 3x4 -5;:- 3x4 5 7 1.5x4,, 3xB' 1.5x4 11 3x43x12 17 5x5.-4 lzw� 9 17 5x5 5X8 411 1. 411 5x8 1. 411 16 10 1. 411 2 15 12 c? 61 411 95 1V 1.5x4 11 — x -ZZ7 Pk�-,,- 3x5 11 74:�:- 4.00 [12 4x12,Z�, 3X6 11 ., 6 F_I§-LS 3-0 ..... 1I -7A2 F 19-6-0. 31'" 39-" 3-5-15 03-9 7-104 7-1G-4 6-1-8 6-1-8 4-3-4 2-11-11 Plaie:_(2:0-6-8.0-5-2L(L.0 •5.' .0 -3-01,119:0-2-4.0-1-1?1,[20:0-1-12,0-0-01 LOADING (prsf) SPACING 2-D-0 CSI DIEFIL (n) (Loc) thdol'! PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.26 17 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.55 17-18 >708 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.49 21 Na BCDL 7.0 Code UBC/ANSI95 1st LC LL Min Well! = 360 Weight, 232 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.l&Btr-G TOP CHORD Sheathed or 3-2-2 0n center purlin spacing. BOT CHORD 2 X 4 DF No. 1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G WEBS 2 Rows at 1/3 pts 4-19 OTHERS 2 X 4 DF Stud]Std-G REACTIONS (Ib/size) 20=1224/0-3-8,21=1199/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD, 1-2=20, 23--326. 3-4=419, 4-5--2719, 5-6--2379, 6-7:=2379, 7-8=2890, 8-9=3003, 9-10=2390, 10-11=898, 11-12=886. 12-13=20 BOT CHORD 2 -19=102,18 -19=2331,17-18=2596,16-17=2589.15-16=2538.14-15=754.12-14=827 WEBS 3 -19=187.,4 -19= -3100,4 -18=230,5 -18 -51.5 -17=339,6 -17=1923,7 -17=356,7 -16--233,8-16=156.9-16=279,9-15--519,10-15=1423.2-20---389. 19-20=1284,12-21=0, 14-21=1199.11-14=98, 10-14=2167 NOTES 1) This truss has been chocked for unbalanced loading conditions. 2) AD 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/TPI 1-1995 criteria. LOAD CASE(S) Standard y No. c1-:49-9 i CIVI IP OF —Mh—UaTj'26'2000 DEPARTMET44' S!siq't W!id for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual Nti;rfinq component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of =--ROVED cornponent is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web membersonly. Additional temporary bracing to insure stability duraig construction is the responsibility of the erector. AdCE401 a, Parmonent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding control. storage, ;D.t imati n. quality g Quality Standard, DSB-89 Bracing *' 'C' , delivery, erection, and bracing. consult OST -86 Quali !Iffri'licallon, and HIB -91 Handling Installing and Bracing Recommendation available from Russ Plate Institute, 583 D' MiTek Industries, Inc. vVl 0— ri At / R I OKI All 0 3 1 u I (\ n n ki i \i n I i ou 141 1 1 1 — .. - -- – - -- - --- - - -- Job Truss I Truss Type Qty Py BAKER M422 A6 SCISSORSR2601385 1 1 moss lumber, REODING, CA 96001 4.0-32 s Feb 18 1999 MiTek.induslries, Inc. Tue Jan 25 17:14:17 2000 Page 1 49 9 8 5 11 12-1-13 15-9-14 19-" 23-6.14 27.7_13 31-811 35-9.10 1 39-0-0 01-0 0 4.9.93-8-2 3-6-2 3-8-2 34-2 4-0.14 4-0-14 44).14 4-0-14 3-2-6 2-0-0 Connect truss to girder 5x5= with Simpson or equal 6.00 �i �� d SW NG l4 -7 Tu CY hanger. 3x4; 6 3x4 Q9WIN190 AT %PPORT 1.5x4 5 `\7 3x4 3x4.::. 4/"� .\ -'\\\\ ,.� . g 5x5 �% 3x8 z�- 2x4 11 5x5 _ 6x \ , 2 % J� 17 1. all 5 411 1. 411`f 3x8 x4 Z 10 1 ro 4:it---:.1: — .. 11 C?6 1 12T 10x17.5 M16- 3x12 = 1.5x4 11 $5x4 I I 1.5x441.p0 �$_ 1.5x4 11 1.5x4 11 1.5x4 11 `` 4x12 1.5x4 II 3x5 11 1.5x4 11 39-0-0 I 7-3-0 • _ 19.6.0 I 24-11-3 _.._� 30.4-7 I 35-9-10 366 7-3-0,6.1-8 6-1-8 5-5-3 55-3 5b3 0-2-13 _ 2-11-9 Plate Offsets (X,Y): (1:0 10 14,2-3 31, X2_8:0 3 0), D -I:: 110:0-2-8,0-3-01, 111:0-6-s o 5=z1. [i3:o_ 31z o 2-91 [74:o z -14`o 3 8 (16:o a o,edee) LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loo) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.67 Vert(LL) -0.57 17 >755 M20 220/195 TCDL 7.0 Lumber Increase 1.15 SC 0.78 Vert(TL) -1.07 17 >402 M16 176/121 BCLL 0.0 Rep Stress Incr YES W8 0.98 Horz(TL) 0.89 19 n/a BCDL 7.0 Code - UBC/ANSI95� 1st LC LL Min Vdefl = 360 Weight: 261 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr-G TOP CHORD Sheathed or 2-414 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G *Except* WEBS 1 Row at midpt 9-13 6-16 2 X 4 DF No.1 &Btr-G OTHERS 2 X 4 DF Stud/Std-G REACTIONS (Ib/size) 1=1057/0-3-8,19=1323/0-3-a FORCES (lb) - First Load Case Only TOP CHORD 1-2=5127, 2-3=-4963, 3-4=-4205, 4-5=4091, 5-6=3052, 6-7=3052, 7-8=3471, 8-9=3182, 9-10--796,10-11=777, 11-12=20 BOT CHORD 1-18=4770; 17-18=4579, 16 17 484, 15-16=3224, 1415=3297, 13-14=2680, 11-13=650 WEBS 2-18=-86, 3.18=183, 3-17=583, 4-117=166,5-117=642, 516=625, &16--2551,7-16--346, 7-15=118, 8.15=25, 8-14=-417, 9-14=357, 9-13=3904, 10-13=-161, 11-119=72,13-19=1324 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 nonooncurrent with any other live bads per Table No. 16-B, UBC -94. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 1 considers parapei to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard a . 3 6—LA :Design v;;fid for use only with MiTek connectors. This design is baser, only upon parameters shown, and is for an individual I cuiiding component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of uornponznt is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual weh members only. Additional temporary bracing to insure stability during construction:.'; the responsibility of the erector. Additional :,•ermanen; braring of The overall structure is the responsibility of the building designer. For general guidance regarding labriration, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, OSB -89 Bracing i St;ecificatiun, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MITek Industries, Inc. :i!:offt Drive, fv-y--- wt 53- 0 'fi RbIF•o AI i51AII 0-11v1r%nnut tot fw nr rr OQROFESS;pn� 0RsC ���L�� a rpt NO, CC49919 EXP'P-30-00 �,t C1V1 OF C --,A TTIE January 26,2000 CJ EPAR SEA 0-1 !'Jbb russ Truss type u1y I my MANtzn M422 1•A7 �ROOFTRUSS 12 1 R2601386 mo -amu 6150 AEiSDING: CA 950D�__.._. ---... ----.-- sr 99I9I7ek IndUstffi9,-I5—C. Tiie'Jah 2517 age I. ......... sLV0 5. _._4-- 1372-3 19-6 0 23-54 27-8-0 Scale = 1:79.8 6-10-5 6-3-13 6-3-13 3-114 4-2-12 4x4 Connect truss to girder .:- With Simpson or equal hanger. 0 C? T 0 3x4 6.00 FfT 4 9 8 7 3x4 - 5x8 3x4 BLOCKING & BRACING REQUIRED AT SUPPORT: t 19-6-0 27-8-0 ----1 9-5-13 10-0-3 5-2-0 Prate offsets` , 7- e o 3 0); [6 0�. _.....--- _....... _�._...Or -.... LOADING (psf) SPACING 2-0-0 CSI DEFL (n) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.29 Vert(LL) -0.25 8-9 >999 M20 220/195 TCOL 7.0 Lumber Increase 1.15 BC 0.70 Vert(TL) -0.45 8-9 >738 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.03 7 n/a BCDL 7.0 Code UBC/ANSI95 1st LC LL Min Udefl = 360 Weight: 150 Ib LUMBER BRACING - - - -- TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 5-3.9 on Center pudin spacing, except end verticals. BOT CHORD 2 X 4 DF No.1&BV-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 OF Stud/Std-G WEBS 1 Row at midpt 3-8,5-7 REACTIONS (!b/size) 1=82110-3-8,77821/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2--1313,2-3=1128,3-4---533,4-5=532,5-6=-O, 6-7=92 BOT CHORD 1-9=1166,8-9=821, 7-8=347 WEBS 2-9=-256.3-9=385,3-8=-500, 4-8=239.5-8=281, 5-7=757 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 memaers. 5) This truss has been designed with ANSUTP,1 1-1995 criteria. LOAD CASE(S) Standard �OQRpFESS'pn^� ., 0AtG -�c�m nlC). C10499; 9 EX? 9 -3o -on d -u l -e 0- V2IId fOr :!$e poly with MiTek connectors. This design is based only upon parameters shown, and is for an individual �l:fEdirx; (x)mpo;font to be installed and loaded vertically. Applicability of design parameters and proper incorporation of ��•- ^ssn; ROVEn nmit i, responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web �✓ members urdy. Additional temporary bracing to insure stabildy dwnlg construction s the responsibility of the erector. Addf: anal t par:r::.r:srlt bracing of the overall structure. i5 the responsibility of the building designer. For general guidance regarding ln!,,rioalion, quality c:onlrol, sturage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing S:-mcificafion, and Hl"i Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D• drive:, M1..MITek Industries, Inc. .... wf sc--- IZ ' fi 047 oN 1All (71\l 1 0on Ill \Ill flit ul lel n nnn� n 1JOb ;IHSS i I HSS type l yry "y onncr� M422, Al E I ROOF TRUSSR26013801 1 1 -. moss 11760= n 32 an2Y-1(f2337 2000' Fagefij L• 2-0-0 I- 65-11 12-7-13 -10+--...I._-0F.- -- .9-...� Scale = 1:88.3 2-0-0 6-5-11 6-23 6-2-3 3x4 - 3-11-4 4-2-12 6.00 rT£ 1R _ - G 24 r 46 45 44 43 42 4140 39 38 37 36 35 3432 3130 29 28 226 3x5 11 3x4 9-1-3 I 18-10-0 9-1-3 9-8-13 LOADING (psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.15 TC 0.16 TCDL 7.0 Lumber Increase 1.15 BC 0.06 BCLL 0.0 Rep Stress Incr YES WB 0.07 BCOL 7.0 Code UBC/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 OF No.1&Btr-G BOT CHORD 2 X 4 OF No. t&Btr-G WEBS 2 X 4 OF Stud/Std-G OTHERS 2 X 4 OF Stud/Std-G SLIDER Left 2 X 4 OF No. 1&Btr 1-0-8 3x4 - 3x4 .- 2727=0-0 _ 8-2-0 BRACING TOP CHORD BOT CHORD WEBS PLATES GRIP M20 220/195 Weight 250 Ib Sheathed or 6-0-0 on center purtin spacing, except end verticals. Rigid ceiling directly applied or 6-0-0 on center bracing. 1 Row at midpt 17-34,16-35,19-32,20-31 REACTIONS (Ib/size) 2=202/27-0-0, 33=7/27-0-0, 26=43/27-0-0, 34=80/27-0-0, 35=80/27-0-0, 36=80/27-0-0, 37=80/27-0-0, 38=80/27-0-0, 39=80/27-0-0, 40=80/27-0.0, 41=80/27-0-0, 42=80/27-0-0, 43=81/27-0-0, 44=77/27-0-0, 45=95/27-0-0, 46=44/27-0-0, 32=81/27-0-0, 31=80/27-0-0 Max Horz2=2(load case 1), 26=-2(load case 1) Max Gray 33=160oad case 2), 26=43(load case 1), 34--80(load case 1), 35=82(load case 3), 36=80(load case 3), 37=80(load Case 1), 38=80(load case 1), 39=800oad case 3), 40=800oad case 1). 41=800oad case 1), 42=800oad case 3), 43=81 (load case 1), 44=77(IDad case 3), 45=950oad case 1), 46=760oad case 2), 32=81 goad case 1), 31=82(load case 4) FORCES ((lb) - First Load Case Only TOP CHORD 1-2=28, 23=54, 3-4=19, 4-5=14, 5-6=-16, 6-7=12, 7-8=-16, 8-9=11, 9-10=11, 10-11=11, 11-12=11, 12-13=11, 113-14--111,14-115=1 1, 15-16=12, 16-17=12, 17-18=-17, 18-19=17,19.20=-16, 2D-21=16, 21-22=-16, 22-23=17, 23-24=24, 24-25=13,24-26=-24 BOT CHORD 2-46=0, 45-46=0, 44-45=0, 43-44=0, 42-43=0, 41-42=0, 40-41=b, 39-40=0, 38-39=0, 37-38=0, 36-37=0, 35-38=0, 34-35=0, 33-34=0, 32-33=0, 3132=0, 30-31=0, 29-30=0, 28-29=0, 27-28=0, 26:27=0 WEBS 25-26=-16, 17-34=-64, 16-35=-61, 15-36=-61, 14-37=-61, 13-38=-61, 1239=-61, 11-40=-61, 10-d1=-61, 9-42=-61, 7-43=-61, 6-44=-00, 5-45=-67, 4-46=46, 19-32=64 , 20-31=61, 21-30=-61, 22-29=60, 23-28=-73, 25-27=10 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated: 3) All plates 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 psf bottom Mord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -94. 7) A plate rating reduction of 20%, has been applied for the green lumber members. 8) This truss has been designed with ANSVTPI1-1995 criteria. LOAD CASE(S) Standard :::;;1 :'*':lid for use only with MfTek connectors. This design is based only upon parameters shown, and is for an individual a;::.di:-,rl :.,omponent to be installed and loaded vertically. Applicability of design parameters and proper incorporation of compo, ienl is responsibility of building designer - not truss designar. Bracing shown is for lateral support of individual web morabcn; only. Additional temporary bracing to insure stability dunug construction is the responsibility of the erector. Addilanar ;� rman^r:t bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fahricatiun. Quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing •pecirtrztion, and HIS -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' ,. Gbit., W -:.. - can53_.., c 'j a MIA MITek Industries, Inc. IV Q�yr�FC�v/t7! rX S NO.C04-W19 C ry ,16000 DEPAR WON - 17 1 h ORI . Hit 1 n i l u l n n 17 1J I " , r n: _ - - .. - _ (n/a (I�) ll VertLL /a Vert(TL; 0.02 1-2 >999 Horz(TL) 0.00 n1a 1st LC LL Min Vdeft = 360 BRACING TOP CHORD BOT CHORD WEBS PLATES GRIP M20 220/195 Weight 250 Ib Sheathed or 6-0-0 on center purtin spacing, except end verticals. Rigid ceiling directly applied or 6-0-0 on center bracing. 1 Row at midpt 17-34,16-35,19-32,20-31 REACTIONS (Ib/size) 2=202/27-0-0, 33=7/27-0-0, 26=43/27-0-0, 34=80/27-0-0, 35=80/27-0-0, 36=80/27-0-0, 37=80/27-0-0, 38=80/27-0-0, 39=80/27-0-0, 40=80/27-0.0, 41=80/27-0-0, 42=80/27-0-0, 43=81/27-0-0, 44=77/27-0-0, 45=95/27-0-0, 46=44/27-0-0, 32=81/27-0-0, 31=80/27-0-0 Max Horz2=2(load case 1), 26=-2(load case 1) Max Gray 33=160oad case 2), 26=43(load case 1), 34--80(load case 1), 35=82(load case 3), 36=80(load case 3), 37=80(load Case 1), 38=80(load case 1), 39=800oad case 3), 40=800oad case 1). 41=800oad case 1), 42=800oad case 3), 43=81 (load case 1), 44=77(IDad case 3), 45=950oad case 1), 46=760oad case 2), 32=81 goad case 1), 31=82(load case 4) FORCES ((lb) - First Load Case Only TOP CHORD 1-2=28, 23=54, 3-4=19, 4-5=14, 5-6=-16, 6-7=12, 7-8=-16, 8-9=11, 9-10=11, 10-11=11, 11-12=11, 12-13=11, 113-14--111,14-115=1 1, 15-16=12, 16-17=12, 17-18=-17, 18-19=17,19.20=-16, 2D-21=16, 21-22=-16, 22-23=17, 23-24=24, 24-25=13,24-26=-24 BOT CHORD 2-46=0, 45-46=0, 44-45=0, 43-44=0, 42-43=0, 41-42=0, 40-41=b, 39-40=0, 38-39=0, 37-38=0, 36-37=0, 35-38=0, 34-35=0, 33-34=0, 32-33=0, 3132=0, 30-31=0, 29-30=0, 28-29=0, 27-28=0, 26:27=0 WEBS 25-26=-16, 17-34=-64, 16-35=-61, 15-36=-61, 14-37=-61, 13-38=-61, 1239=-61, 11-40=-61, 10-d1=-61, 9-42=-61, 7-43=-61, 6-44=-00, 5-45=-67, 4-46=46, 19-32=64 , 20-31=61, 21-30=-61, 22-29=60, 23-28=-73, 25-27=10 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated: 3) All plates 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 psf bottom Mord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -94. 7) A plate rating reduction of 20%, has been applied for the green lumber members. 8) This truss has been designed with ANSVTPI1-1995 criteria. LOAD CASE(S) Standard :::;;1 :'*':lid for use only with MfTek connectors. This design is based only upon parameters shown, and is for an individual a;::.di:-,rl :.,omponent to be installed and loaded vertically. Applicability of design parameters and proper incorporation of compo, ienl is responsibility of building designer - not truss designar. Bracing shown is for lateral support of individual web morabcn; only. Additional temporary bracing to insure stability dunug construction is the responsibility of the erector. Addilanar ;� rman^r:t bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fahricatiun. Quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing •pecirtrztion, and HIS -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' ,. Gbit., W -:.. - can53_.., c 'j a MIA MITek Industries, Inc. IV Q�yr�FC�v/t7! rX S NO.C04-W19 C ry ,16000 DEPAR WON - 17 1 h ORI . Hit 1 n i l u l n n 17 1J I " , r n: _ - - .. - _ --- --- s -- .. -- _—. -. —..... ...----.. _ ..-- – -- ........... . Job Truss !Truss Type Qty Ply I BAKER --- M422 BS R2601390 (CATHEDRAL 1 1 moss lumber, REDDING, CA 96001 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jan 25 17:12:49 2000 Page 1 -2-0-0 43 4 8 9-0 13-2-12 17 6 0 19 6 0 2-0-0 4.34 4.5-12 1.5x4 1 P 5-12 43-4 2-0-0 1.5x4 11 4x911 1.5x4 11 3x4 i 1.5x4 11 3x4 3x4 6.00 r2 7 8 3x4 1.5x411 8x8'- 5 6 \ \9 8x8 1.5x411 3x4. -',3x4 /� 15 9 '' 2:= - —.._ I. 5x8= 4 \ 12 Cl) n 1.5x4 11 __ -' .\` 1136 4x8= 1.5x411 16 1.5x411 14 1.5x411 4x8'= \I 5x5= 6.00 r12 5x5= 1.5x4 11 1.5x4 11 8-9A ' 13-1.0 17-6-0 45-0 4.4-0 44-0 4S0 LOADING (psf) SPACING 3-0-0 CSI DEFL (in) Qoc) Well PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.30 Vert(LL) -0.05 14-15 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.34 Vert(TL) -0.11 14-15 >999 BCLL 0.0 Rep Stress Ina NO WS 0.57 Horz(TL) 0.06 12 n1a BCDL 7.0 Code UBC/ANSI95 1st LC LL Min Vdeft = 360 Weight 112 Ib LUMBER - BRACING TOP CHORD 2 X 4 OF No. 1&Btr-G TOP CHORD Sheathed or 6-D-0 on center purlin spacing. BOT CHORD 2 X 4 OF No. 1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2'X 4 OF StLWStd-G OTHERS 2 X 4 OF Stud/Std-G REACTIONS (lb/size) 2--922/0-3-8,12--92210-3-8 FORCES Ob) - First Load Case Only TOP CHORD 1-2=30, 2-3=1344, 3-4=1344, 4-5=1801, 5-6=1801, 6-7=1801, 7-8=1801, 8-9=-1801, 9-10=1801, 10-11=1344, 11-12=-1344. 12-13=30 BOT CHORD 2-16--1209.15-16=1312,14-15--1312,12-14=1209 WEBS 4-16=-497, 4-15=439.7-15=1302,10-15=439,10-14---497 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) A8 plates are M20 plates unless otherwise indicated. 3) Gable studs spaced at 14-0 on center. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent 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 ANSIffPI 1-1995 criteria. LOAD CASE(S) Standard ) ... ... .. .. _.. :!-:fit: ..e ���:!{. .-. .i .... .. ... .. .. .. ..... .. a yr: va!ai l::r use only with MTek connectors. This design is based onty upon parameters shown• and is for an individual '1 J cnrnponent to be installed and loaded vertically. Applicability of design parameters and proper incorporation of r_.r•- :;nvnponeril is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web _ 's rrembers only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. AddiBonar .`. paemanerd bracing of the overall structure is the responsibility of the building designer. For general guidance regarding !abrication, quality controi, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB-89 Bracing .Specitication, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MITek Industries, Inc. C/t::frio Orive wl 5: RO(FSS/10/1l 1�C �r NO. CCC.,4gq-;q ? EXP 9-3v-��, url�l C, V �UFr/ January 26,2000 1-"1" <bS` 1+EP � ` C I • A Q b/ R - Ohl • r1 Al 1 0:1 1 U 1 0 n n tt 1 u'1 t t ut ul r n l, n n n r%,7 . n �. n n n J . ob I I russ I russ type r vey . cry M422, CATHEDRAL 2 R2601388 moss DING,* s -WC V T--J�ifi­25 1015-- -P­Ig-e-� 999 k ria9f0is,16C. Ue . Xyzoua 8-9-0 3-2-12 17-6-0 19-6-o f Scale = 1:44.2 2-0-0 4-3-4 4-55-12 4-5-12 4-3-4 2-0-0 4x4 — 00 41 A nn F -i,)-, 4 5x5 = 6.00 FfT 5x5- 1. 41-5-0.. 17-6-0 4-5-0 4-4-0 4-4-0 4-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFIL (in) Q-) Vdefi PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.17 Vert(LL) -0.04 8-9 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.20 Vert(TL) -0.08 8-9 >999 BOLL 0.0 Rep Stress Incr YES WB 0.35 Horz(rL) 0.04 6 n/a BCDL 7.0 Code LIBC/ANSI95 1St LC LL lAn Vdefl = 360 Weight 78 lb LUMBER BRACING - TOP CHORD 2X4DFNo.18Btr-G TOP CHORD Sheathed or 6-0.0 on center pudin spacing. BOT CHORD 2 X 4 DF No.I&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud1Std-G REACTIONS (lb/size) 2--615/0-3-5, 6=615/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=20,2-3=-a42,3-4=1113,4-5=-1113.5-6=-842,6-7=20 BOT CHORD 2-10=745, 9-10=811, 8-9=811, 6-8=745 WEBS 3-10=303, 3-9=271, 4-9=789, 5-9=271, 5-8=303 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 nonooncurrent 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 ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard 13 "'es;gn valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual we bu:luino component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of compuneril is responsibility of building designer - not truss desigi,qr. Bracing shown is for lateral support of individual web meinhers onty. Additional temporary bracing to insure stability dui isiq constructiut, 'S the responsibility of the errecv,�Adckiana! pormanntit 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 S,*.,cification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MiTak Indusirles, Inc. VA 531, .4 0 N4W January 26,2000 N`U J1 All niiNi i onnuf \ini im lu iL I . A n n � I Job I ._----.._-- --i_ I iPIY ---BAKER.. _.. . ---- - --- M422 BG HOWE 1 1 R2917354 moss lumber, R DDING- CA 960b1 F32 s Oct 7 199'9 MTkTdustries; Inc. 'Thu Mar 30 13:'18 4T2Uti0-Page 00 v 4.11-8 2-0-0 4-11-8 a nn rT� 8-9-0 12 6-8 3-9-8 3-9-8 4x7 11 4 17_-s-0 { Scale = 1:43.4 4-11-B C) I� 0 17-6-0 5x8.__ 4x811 10x10- 4x811 5x8- 4-11-8 4-11-8 'Plate-ORsefs LOADING (psf) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.15 TCDL 7.0 Lumber increase f.15 BCLL 0.0 Rep Stress Incr NO BCDL 7.0 Code UBCIANSI95 LUMBER - TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD 2 X 8 OF SS -G WEBS 2 X 4 DF Stud/Std-G 'Except' 4-8 2 X 4 OF No.18,Btr-G WEDGE Left: 2 X 4 OF Stud/Std, Right 2 X 4 OF Stud/Std 8-9-0 -_ 12-6-8 3-9.8 3-9-8 CSI DEFL (in) (loc Vdefl TC 0.77 BC 0.90 Vert(LL) Vert L) -0.14 8-2 -0.27 8-9 >999 >764 WB 0.89 Horz(TL) 0.07 6 n/a 1st LC LL Min Vdeft = 360 REACTIONS(Ib/size) 2=4546/0-1-14 (input: 0-3-8), 6=4447/0-4-12 (input 0-3-8) Max HOE 2=3097(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2--23,2-3--7270.3A=5023.4-5=-5023,5-6=7270 BOT CHORD 2-9=6525, 8-9=6525, 7-8=6525, 6-7=6525 WEBS , 3-9=2026, 4-8318, 5-7=2026, 3-8=-2395, 5-8=2395 4-11-8 PLATES GRIP M20 220/195 Weight 102 lb BRACING TOP CHORD Sheathed or 1-10.9 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. 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 nonooncurrent 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) WARNING: Required bearing size at joint(s) 2, 6 greater than input bearing size. 6) This truss has been designed with ANSVTPI 1-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this thus. LOAD CASE(S) Standard Except: 1) Regular. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-9=-470.9,8-9=470.9,7-8=-470.9, 6-7=470.9.1-2=-46.0. 2-3=46.0, 34=416.0, 4-5=136.0, 5-6=46.0 5) User defined: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-9---227.2,8-9=-227.2.7-8=-227.2, 6-7=-227.2.1-2=-14.0, 2-3=74.4, 3-4=76.0,4-5=-104.0.5-6=102.4 Horz: 2-3=366.6, 3-4=360.0, 4-5=360.0, 5-6=366.6 6) User defined: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pif) Vert: 2-9=-227.2, 8-9=-227.2.7-8=-227.2,,6-7=-227.2,1-2=-14.0, 2-3=-102.4, 3-4=.104.0, 4-5=76.0, 5-6=74.4 Horz: 2-3=-366.6, 34=-360.0, 4.5=.360.0, 5-6=-366.6 ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE QaofEssro ONGF * NO. C049919 �A EXP 9-3P4%0. iV �Marcht�20OQ`' Design valid for use only with Mi7ekconnectors. This design is based only upon parameters shown, and Is for an individual ',7' ; $ i r.1 huiltling 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,T•" "!''�1,�`�s+ r:-=„ Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance �s..�E'y"-�*�r^-`R9� ri� • i regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, OSB- •-� -• 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss . Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 NTek Industries, Inc. GI/tI •rl-EICI'ON -)Nil calulcnnw V7 IVw IAlalr. 7 _nnn7 • IP• IPlel 1.1615, iTruss 11russ type IM422, tCE 1ROOFTRUSS 1..--�f --...... moss ltiinlieEDOIN�CA 9600 - 4. F 2 0 U ....-63-4 2-0-0 6.3-0 6.00 �TT 5 3 vry I rry -"c`1 1 1 R26013931 - -- --'- -.1--� - s 999"I4fTeli fndustn'es,-Inc.-Tue ,tan 25'10:25:46-70U� aP geT X2-0-0 I 17-6-12 24-0-0 26-0-0 Scale = 1:57.6 5-8-12 I 5-8-12 6-3-4 2-0-0 4x4 -- 12 12 9/ \ 13 15 �. 16 \7 18 i,\ 19 in N NDN! W.20 co �♦♦ ♦wr♦: ♦v♦♦=♦♦ ♦♦�♦♦: ♦♦♦♦=♦♦♦♦♦ ♦♦ma=r♦♦♦ ♦ ♦v♦v� 3X4 37 • 29 28 • i 5x5 r LOADING (psf) SPACING 2-0-0 CSI DEFL 0n) 0oc) Udefl PLATES GRIP TCLL 76.0 Plates Increase 1.15 TC 0.18 I Vert(LL) n/a - n/a M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.08 Vert(TL) 0.03 20-21 >853 BCLL 0.0 Rep Stress Incr YES WB 0.03 I Horz(TL) 0.00 n/a BCDL 7.0 Code UBC/ANS195 (Matrix) 1st LC LL Min Udefl = 360 Weight 142 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr-G i TOP CHORD Sheathed or 6-0-0 on center purtin spacing. BOT CHORD 2 X 4 OF No.1&BV-G I BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. OTHERS 2 X 4 OF Stud/Std-G REACTIONS (lb/size) 2=226/24-0-0, 24=74/24-0-0, 30=79/24-0-0, 31=80/24-0-0, 32=24-0-0, 33=80/24-0-0, 34=81/24-0-0, 35=74/24-0-0, 36=106/24-0-0, 37=4/24-0-0, 29=79/24-0-0, 28=80/24-0-0, 27=8024-0-0, 26=80/24-0-0, 25--, 124-", 23=1 0624-0-0, 22=424-0-0, 20=226/2440-0 Max Horz2=13(load case 1), 20=13(lcad case 1) Max Grav 31 =81 (load case 3), 32=80(load case t), 33=80(load case 1), 4=8 =81(load case 3), 35=74(10ad case 1), 36=1D6(load case 3), 37=56(load case 2), 29=79(load case 1), 28=81 (load case 4), 27=800oad case 1), 26=80(load se 1), 25=81 Ooad case 4), 23=106(load case 4), 22=560oad case 2), 20=2260oad case 1) FORCES 0b) - First Load Case Only TOP CHORD 1-2=40,2-3=50, 3-4=21, 4-5=-28, 5-6=28, 6-7=28, 7-8=28, 8-9=28, $-10=28, 10-11=27,11-12=27,12-13---28,13-14=28,14-15=28,15-16=28, 16-17=28, 17-18=-28,18-19=21, 19-20=-50, 20-21=40 BOT CHORD 2-37=0, 36-37=0, 35-36=0, 34-35=0, 33.34--0, 32-33=0, 31-32=0, 3031 29-30=0, 28-29=0, 27-28=0, 26.27=0, 25-26=0, 24-25=0, 23-24=0, 22-23=0, 20-22=0 WEBS 10-30=59, 9-31=-62, 8-32=61, 7-33=-61, 6-34=-62, 5-35=59, 436=-71 3-37=30, 12-29=59, 13-28=-62, 14-27=-61, 15-26=-81, 16-25=-62, 17-249, 18.23=71, 19-22=30 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicatedL 3) All plates 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 psf bottom chord live bad nonconourrent 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) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard 'J.- 1:-, riiii:.:%[l/h i. J+:. irSj lr�! t •9!,r*,.", :et:i;f:: +_lirlfor use only with MTek connectors. 'chis design is based only upon parameters shown, and is for an individual ..:57tfinp cr,mponant to be installed and loaded vertically. Applicability of design parameters and proper incorporation of ��•- �toQ`9 cOONCa�\�cr'I �� (iy yam` - �'• � �. NO, Co499I EXP 9-3042 / OF • .. .. .. .. .. .. a 000 f;.=ponent is responsibility of building designer - not truss desigrp.r. Bracing shown is for lateral support of individual web anembers only. Additional temporary bracing to insure stabRy dunng consb'uction :s we resporisibil y of the erector. Addi'aow„ I pe,i-nancnt tracing of the overall structure is the responsibility of the building designer. For gene guidance regarding ��r •- t- t iahr!cati n, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSB -89 Bracing Srecificot.ion, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MITek Industries, Inc. Onofrin Drivc,^-�... wl 5"' q 'r( WR'OM -'/Ali C3iwonnkii wimm IM-1II-n nnn7 •07•ll0r F ss Type ury rly tS/iKtK i R26013911 i M422 1; OF TRUSS e I 1 - ._)_.._ moss u1 mbcer, R DDING'. CA -9800--- -- -- S 99'KE16kindustnes, Inc, I ue Jan 25 (075:45-2W(FPage- 1' -2-0-o 5--3.4 124)-0 ' 17-8-12 24-0-0 z5- 0-o Scale= 1:57.6 2-0-0 6-34 5-8-12 5-8-12 6-34 2-0-0 4x4 - M d' CO M 41 6 6.00 (TT 4 8-2-3 8-2-3 3x4 t-- 15:9-13 7-7-11 U 5x5 JAY — _...I .. 24-0-0 - 8-2-3 LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.26 Vert LL -0.11 6-8 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.19 6-8>999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.03 6 n/a BCDL 7.0 Code UBC/ANSI95 1st LC LL Min Udefl = 360 Weight 103 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 5-10-3 on center purlin spacing. BOT CHORD 2 X 4 OF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G REACTIONS (lb/size) 2=810/0-3-8,6=810/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=20.2-3=-1121,3-4=-976.4-5=976,5-6=-1121,6-7=20 BOT CHORD 2-9=995, 8-9=681, 6-8=995 WEBS 3-9=-229,4-9=358,4-8=358,5-8=229 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless othervvise 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/TPI 1-1995 criteria. LOAD CASE(S) Standard a a .. .. , . , . ....... • . .. ,... i %t': ;i ' ...."•''? r; ri V.;; t,`iE.' .S.` i?; i f'� ... ;0-,r: ,; ���`�.�i i?r..sign valid fur use only with MTek connectors. This design is based only upon parameters shown, and is for an individual - :nui;,ling component to he ins!alled and loaded vertically. Applicability of design parameters and proper incorporation of ��•-. component is mrpor•.sibifity of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability dunng construction ;s the responsibility W the erector: Addi:ionm permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding t fabrication, quality control, storage, delivery, erection, and bracing, consult GST -98 Ouality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MITek Industries, Inc. r,!,OiTItJ D^ve col 5:— OP 71"ca5irl� OM"' L 2-' lw-) EXP'v tl>'•� \' OF 91-E anN' 6 000 DEY'"A Y 8 9 E -N- 17l *r( R171R•OAI •*)KII 071111 onnldl u7I lUI IAI JPI - n 0nn7 •A7•nbn ijoF _._ ....----; (T–NSS Truss Type Ory rty tlNr�CK 1.. R2601392 �M422 FINK 5 1 moss Tum ear JC1 DDIRGTCA 96 — -- -- 4.U:32 s� I e n ustMes -frit. Tiletan 2Sf0 25.'45-2000 Page f - --- s-3 4 --- 12-°"° 17-8 12 24 0-0 2so o Scale = 1:55.7 ;. .. _... _.. .. - I -- --�—� 6 3.4 58-12 i 58-12 6-3-4 2-0-0 4x41,: _ 6.00 [-T2- 3 M �Z 0 3x4 -- g i 7 3x4 = 5x5 — 8-2-3 7-7-10 2")-q. 8-2-3 3x4 - M r 60 LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/detl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.26 Vert(LL) -0.11 57 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(fL) -0.19 5-7 >999 BCLL 0.0 Rep Stress Inca YES WB 0.16 i Horz(TL) 0.03 5 n(a BCDL 7.0 Code UBC/ANSI95 1st LC LL Min I/def] = 360 Weight: 100 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 5-10-3 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G REACTIONS (lb/size) 1=711/G-3-8,5--810/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=1121, 2-3=976, 3A4 976, 4-5=1121, 5-6=20 BOT CHORD 1-895.7-8=681, 5-7=995 WEBS 2-8=229, 3-8=358, 3-7=358. 4-7=-229 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 witq 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 11 '3estyr: valid 1cr w3e only with MiTek connectors. This design is based only upon parameters shown, and is for an individual `•::ild'.r:• r.,;mlxrneia to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of comprnant is responsibility of building designer - not truss desgr.•n. Bracing shown is for lateral support of individual web mendxss only. Additional temporary bracing lei insure stability during construction is tho responsibility of the erector. Addiwoa; ru sermanent bracing (A the overall structure is the responsibility of the building designer. For general iguidance regarding § iabrica6an. quality control• storage, delivery, erection, and bracing, consult aST-88 quality Standatd; OSB -89 Bracing Specification, and HIB -91 Handling installing and Bracing Recommendation available from Truss plate institute, 583 D• lAlTok Industries, Inc. r�l NX l�C)NG 101 NO. C049) s 7 EN 9-30-0 �'9l CJV �F ce January 26,2000 ►; r 4,��1�r;tvl! ' H� ;s Onofrir; °rive °ba:.-^^, wr 57-110 CI rJ Rb/F•OAI lujnI•A 1)nn7 •n7•ItDn—_ I cuss 1 I russ r ype ,.� ,r ." . IM422, ICF (FINK 1 1 R2601394 I_._I____ 1 ... ...�__�, �_ moss umbe , REDOflq CA 9� 4;0=32 s ski a Tndusti 9, nc. ue an :472W� 9 lig 6-3-4 12 0 0 17 s 1z 20- 0-o 26-0-0 Scale = 1.55.7 _ .. —1... -- -4 .... _ _ , .... - --i-- -' '-- 6-3-4 s8-12 5-8-12 6.3.4 I 2-0-0 4x8 11 M IT co 6.00 FT2- 3 f— 8-2-3 8-2-3 3x4.--. January x4._- 15-9-13 7-7-11 5x5 = —I 24-0-0 •--...- 8-2-0 M �O LOADING (psf) SPACING 2-0 0 CSI DEFL (n) (loc) Well PLATES GRIP ' TOLL 18.0 Plates Increase 1.15 TC 0.26 Vert(LL) -0.11 5-7 >999 M20 220/195 IDL 7.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.19 5-7 >999 BCLL 0.0 Rep Stress Ina YES WB 0.16 Horz(TL) 0.03 5 n/a BCDL 7.0 Code UBC/ANSI95 1st LC LL Min Well = 360 Weight 166 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.t&Btr-G TOP CHORD Sheathed or 5.10.3 on center purlin spacing. BOT CHORD 2 X 4 OF No. 1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 OF Stud/Std-G OTHERS 2 X 4 OF Stud/Std-G REACTIONS(lb/size) 1=711/0-3.8,5=810/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1121, 2-3=976, 3-4=-976, 4-5=-1121, 5-0=20 BOT CHORD i-8--995,7-8=681, 5-7=995 WEBS 2-8=229,3-8=358,3-7=358, 4-7=-229 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3 All plates are 1.5x4 M20 unless otherwise indicated. 4; Gable studs spaced at 14-0 on center. 5) This truss has been designed for a 10.0 psff bottom chord live load nonooncurrent with any other live loads per Table No. 16-8, UBC -94. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 11 Ocsign vali6 for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual f huilding component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of ��•, cotilponent is respnnsiblity of building designer - riot truss designer. Bracing shown is for lateral support of individual web members only -Additional temporary bracing to insure stability duung construction is the responsibility of the erector. Addiaooa, L pannanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding i 1 fabrication, qualiy control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, sal D' MITek Industrlw% /��?O �E�Ir✓ry 1<' tt •=' January 26,2000 '� f Owl% V rj t On.Ofrio Drive ---^, VVI r—. 1 Ll ...---- 8 ti 1_ fi' a N_______ ___._._ _ __— i N I q a t >a l c n n hi i v� 1 l w w A i 1-0 _n n n 7 n 7• Ii P r ("Job' IIruss (truss type I M422 J DE I ROOF TRUSS I_t moss ul m er;-R ING;Z'KJ6-00'r-- 2-0-0 6-6-4 6.00 r12- M ti Yr 2,-- 3x4 /3x4 = 8-6-3 1.5x4 \\ 11 1 R2501397I 4-0=3 s W1Tek Infoustnes, Inc, Tue JanZb: : 8-2WU aP a 'JI 16-5-12 + _ _ 25-0-0 27-0-0 i Scale = 1:59.7 5-11-12 5-11-12 6-" 2-0-0 4x4 -. 4 1.5x4 5 6 CIO) 9 8 3x4 - �l 3x4 _ 5x5 16 5 13 25-0-0 7-11-11 8-6-3 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.29 Vert(LL) 0.1 6-8 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.52 Vert -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(fL) 0.03 6 n/a BCDL 7.0 Code UBC/ANSI95 1st LC LL Min Udefl = 360 Weight 107 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &BU -G TOP CHORD Sheathed or 5-8-3 on center purlin spacing. BOT CHORD 2 X 4 OF No.t&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 OF Stud/Std-G REACTIONS (Ib/Size) 2=840/0-3-8, 6=840/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=20,2-3=1170,3.4=1018,4-5=1018,5-6=1170,6-7=20 BOT CHORD 2-9=1039, 8-9=710, 6-8=1039 WEBS 3-9=239, 4-9=374, 4-8=374, 5-8=-239 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 ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard OQROEESSIp�,� c NC, Qj )I \ EXP 9 -30 -DJ ! OF CP.i •,c P` January 26,2000 ,.!!I q[i f%:•✓L!:.':IS ,�: i'. _. rill:'C�I ..e:. 1 �'�_�-,}l9 sign valid for u:r. only with Mi7ek connectors. This design is based only upon parameters shown, and is for an individual t):ii.njric, component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of .��_-?yy,, ,h.mtlayA DEPART s ' , corm merit is responsibilit of buildingdesigner - not truss desi nar. Bracingshown is for lateral support of individual web ' r - A I rnemtwrs only. Additional temporary racing to insure stability during r;onstruction is the responsibility of the erector. AddKiona, fperman-nt bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality cobracing, control, storage, delivery, erection. and brang, onsutt OST -88 Qualify Standard, DSB 89 Bracing R ;PP rx���...aaa��� I Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, sea D• MITek Industries, Inc. if C'.nofBe Drive .._.: _- WI 5'.... 0Zd.....-9t/6'oN......._----.--..__._._..__--- —'1N1 sa1> it nnNl N q I IW W�FI:4 _nnn7 'Q7 uer 0-515'- - - Truss I I cuss t ype my rty fsrkAr m i' R2601395 M422 D ROOF TRUSS 5 1 moss umber, ING,'C3C96DD _----...... ...._.._.—_ s l e nus es,1nc— lue Jan 2570-:25-472000'-Fag"�- 2-0 0 , s 6 4 _ 12-6-0 -' T 18-5-12 I - 25-0-0 `- - z7-00-0 I Scale = 1:59.7 I—' -- - .. 2-0-0 6-6-4 5-11-12 [ 5-11-12 6-6-4 2-0-0 4x4 '- M N. M IT1 O G nri 1 *'4 l - 4 3x4 - 5x5 8-6-3 I 16-5-13 8-8-3 7-11-11 - 8-6-3 —1715te o'tf"sets (X;Y�[e'0.3=8,1f=3�] LOADING (psf) SPACING 2-0-0 CSI DEFL (n) (loc) Udell PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.29 Vert(LL) -0.13 6-8 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.03 6 n/a BCDL 7.0 Code UBC/ANS195 1st LC LL Min I/defl = 360 Weight 107 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.18Btr-G TOP CHORD Sheathed or 5-8-3 on center purlin spacing. BOT CHORD 2 X 4 OF No. 1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 OF Stud/Std-G REACTIONS (lb/size) 2=840/0-3-8, 6=840/0-3-8 FORCES pb) - First Load Case Only TOP CHORD 1-2=20,2-3=1170,3-4---1018,4-5=-1018,5-6=1170,6-7=20 BOT CHORD 2-9=1039, 8-9=710, 6-8=1039 WEBS 3-9=239, 4-9=374, 4-8=374, 5-8=-239 ' 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 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 ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard t 6 �. NO, svkl•'}(j1q r Ek'rp. 9 -30 -CC i i1 �q CIV It ft OF CAu Jeff,-�hfua{ y)26,2000 •::ign :')!:d inr :icr_ only with MTek connectors. This design is based only upon parameters shown• and is for an individual DIEPAR :urnpone n :o be itstalled and loaded vertically. Applicability of design parameters and proper incorporation of �.�•- rnponeni is responsibility of building designer - not Rsupport of design -.r. Bracing shown Is for lateral suppoof individual wch xr members only. Additional temporary bracing to insure stability dw ing construction is the responsibility of the erector. Addition". si ` 41 M "G -f.S permamsvi bracing el the overall structure is the responsibiliiyof Rte building designer. For general guiiance regarding fe;bric .tion, quality control, stnrage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSB -99 Bracing i specification, and HIB -91 Handling Installing and Bracing Recommendation available from buss Plate Institute, 583 D' MlTek Industries, Inc. ..ofrto Drive rue.rro^�, WI S,00.c catulcnnKit vIIIw wAAI o —nnn7 '07'11pr Truss I runs I ype Ivry —yR2601396 umw M422 IDI ROOFTRUSS r, 'RiDD10M 4.0-32 - 7 19 99MiTe--FT- 41 Oct��ndus5W,1nr- -Tue an 4ti-2000' Page 6-6-4 Scale = 1:56.1 6-6-4 5-11-12 5-11-12 6-6" 44 I? 11� C0 3x4 — 6.00 rl-2" 3 7 6 3x4 5x5 3X4 = 6-5-13 i 2540--0 7-11-11 8-6-3 7praTe—affS—e -- - ----------------------- ...... LOADING (ps SPACING 2-0-0 CSI DEFL (in) Nc) Vdefl PLATES GRIP 160 V r TCLL Plates Increase 1.15 TC 0.29 VentILL? -0.13 5-6 >999 M20 220/195 7�� t(LL) TCDL 0 Lumber Increase 1.15 BC 0.52 V TL -0.22 5-6 >999 V:( L IT BCLL 0.0 Rep Stress Incr YES W 0.17 Hort( 0.03 5 n/a I st LC LL BCDL 7.0 Code UBC/ANS195 I st LC LL Min Ydefl = 360 Weight 101 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.l&Btr-G TOP CHORD Sheathed or 5-8-3 on center purlin spacing. BOT CHORD 2 X 4 DF No. 1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G REACTIONS (lb/size) 1=741/0-M.5--741/0-3-8 FORCES Ob) - First Load Case Only TOP CHORD 1-2=-1170.2-3=1018.3A=1018.4-5=-1170 BOT CHORD 1-7=1039,6-7=710, 5-6=1039 WEBS 2-7=239, 3-7=374, 3-6--374, 4-6=239 NOTES I 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 nonooncurrentMth any other live loads per Table No. 16-8, UBG-94. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSirTPI 1-1995 criteria. LOAD CASE(S) Standard 3 I J, W; ,U%s:gn valid IO.* use orily with MrTek connectors. This design is based only upon parameters shown, and is for an individual au:4419 comp-nonl to he installed and loaded vertically. Applirability of design parameters and proper incorporation of oornlyinen; is rosponsibilily of building designer - not truss design-ir. Bracing shown is for lateral support of individual web I mernherz only. Addhiowal temporary bracing to insure stability during construction ;S the responsibility of the erector. Addi:10'tA.' pe. man-entbracing o! the overall structure is the responsibility of the building designer. For general guidance regarding labrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSB -89 Bracing Ell J Si:wcificafion, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D, MIT&k Industries, Inc. 4'incfrio Drive 6[ A NO. COA9919 EXP 9-3,11-0r. 1§4w iTa Jappary,26.2000 LAE. V nnn7 "07.0131' ------�uty, Iy ER-....-- - ............... - - R2917355 M422, M422r ;DG ROOF TRUSS 1 ------- .. _..._- - ---_ _L - - - - - - - moss lumber. BEDDING; CA-9fi001"'"-""---'-' -32 5 t�ctT1'9<3g7JIiTek-lnd'ushies.-In'c. Thu'Mar 30-1"3:f8�'�2000"'Pag"e-1-' 4-9-0 8-7-8 12-60 164-8 20-3-0 25-0-0 Scale = 1:57.0 4-9-0 3-1D-8 3-1 D-8 3-10-8 3-10-8 4-9-0 4x5 11 6.00 FfT _ _ 4 4x9 10 9' 8 4x9 6x6 — 7x8 - 8x8 I__._.... .6-8-4 l 12-6-0 - I 18-3-12 25-0-0 6-8-4 5-9-12 5-9-12 i - 6-8-4 ge , -4=4). [1W30, - LOADING (psf) SPACING 2-0.0 CSI DEFL (in) (loc) Vdefl � PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.29 Vert(LL) -0.16 8-9 >999 M20 2201195 TCDL 7.0 Lumber Increase 1.15 BC 0.97 Vert(TL) -0.30 8-9 >981 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horzal-) 0.07 7 n/a BCDL 7.0 Code UBCIANS195 1st LC LL Min Vdefl = 360 ? Weight 266 Ib LUMBER BRACING — TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 4-5.10 on center purlin spacing. BOT CHORD 2 X 6 DF SS -G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G *Except* 4-9 2 X 4 OF No.1 &Btr-G REACTIONS (Ib/size) 1=5 4 4410-3-8, 7=5444/0-3-8 Max Horz _1=-3212(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-8967, 2-3=-8844, 3-4=6059, 4-5=-6059, 5-6=8844, 6-7=8967 BOT CHORD 1-10=8001, 9-10=6758, 8-9=6758, 7-8=8001 WEBS 2-10=-135, 3-10--278B, 3-9=-1991, 4-9=5241, 5-9=1991, 5-8=2788, 6-8=135 NOTES 1) 2 -ply truss to be connected together with 0.131'X3' Nails as follows: Top chords connected with 1 row(s) at 0.9-0 on center. Bottom chords connected with 2 row(s) at 0-9.0 on center. Webs connected as follows: 2 X 4 - 1 rows) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) All plates are M20 plates unless otheWse 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. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except 1) Regular. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-46.0, 2-3=-46.0, 3-4=46.0, 4-5=-46.0, 5-6=A6.0, 6-7=-46.0, 1-10=394.6, 9-10=-394.6, 8-9=-394.6, 7-8=-394.6 5) User defined: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert 1-2=51.8, 2-3=51.0, 3.4=51.0, 4-5=79.0, 5-6=79.0, 6-7=-79.8, 1-10=-191.6, 9-10=-191.6, 8-9=-191.6, OQROFESSIO 7-8=-191.6 Horz: 1-2=256.8, 2-3=260.0, 3-4=260.0, 4-5=260.0, 5-6=260.0, 6-7=256.8 �� ��Nr. F 6) User defined: Lumber Increase=1.15, Plate Increase=1.15 Zn' Uniform Loads (plf) Vert: 1-2=-79.8, 2-3=-79.0, 3-4=-79.0, 4.5=51.0, 5-6=51.0, 6-7=51.8, 1-10=-191.6, 9-10=191.6, 8-9=-191.6, rY 7-8=-191.6 . Horz: 1-2=-256.8, 2-3=-260.0, 3-4=-260.0, 4-5=-260.0, 5-6=260.0, 6-7=-256.8 * NO. C0499'9 *, EXP 4-3 CIV I ®WARNING - Verify design parameters and READ NOTES ON %•HIS AND REVERSESIDE* S/DBEFORE USL•• rc 31,2 0.0 . 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 ,;,gfti�-"il r11� ; p •ti�1� web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. n Additional ,14�� permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding labrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSB- Nil •;� rx-yy..�� �_,, �i r w , %��"r'h+"' %'r -`:f Ti `J, I. '• 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss v 1, i L t <:• i Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 We Industries, Inc. :! �l/Gl rl—FIGI'oN 1N1 Cal?unNl Nallw Wr1QC:7 —nnn7 'IP')ew �o � Co Qo flLm Z UN --j z ~Qom U- s� \,9LLJ ZLULL CS wfl W� w s� XmW� �� m NO No��� ��HOWCN W pQ 00= zNv v o ° �w U LL m ZoZw oQ W LL Q flC s of OL � S� m zW� O=ff Z W LU5pW UOflc W>� ui LL-T- < a- I mom o LJSW s Lz �� L F-i �Q� F o�� �Q s=� w ~QQ cn W �=LLO = I zWp Ns� LL W<< O�> QUJ O Oflc�U pbz slpz I Zn < z0 Q 0 Z U W F- 7 W 0 Lu ,;r o m pq N�� Za zW ~ W oz oso oQ m0 mCSLZ N� ® N '� N N LLJ 8 OCT.26.1998 1:22PM MITEK INDUSTRIES NO. 408 P.1 STANDARD GABLE END DETAIL, WIND SPEED 78 MPH. ImEAN WALL KEICHT 15 FT. NOTES Top p+oRo rar BE N ED FOR bu 0.1n TRUSSES AT 21V O.C. DIAGONAL OR L -BRACING v+sTAUJM FLATw'SE Q 2r O'O' wm' ON cABLEEND wm1 VERT,UL$ Q"O.C. MARC WR11 N0 VEJiT,GAi REOU�RW UN REFER TO TABLE BELQu «>CHORD 1O.C. CGAaLP � MUST Be FIRECnyLILLY SSNEAT11Eo /�' pLTW000 SHEATHING 1X4 ON ONE FACE OR CoNnNuous uA n OR BTR SCAB MUST BE ATTACHED TO ONE FACE OF THE TOP CHORD IF GABLE STUDS LU O 2X3 TYP.ajAA cEE01� O.0 ANo A STuO ooES NOT FALL UNDER EACN 0 TLOOKERS TCK �NN� SCAB wrrH i.ROW OF 100 COMMON WIRE � - �BS SPACED AT 17 O.C. MAX THE MAX OU LOOK IE LEND 3 MAX. K ��0��+�4n12 O1A ag Z� fw�VARIES TO COMKCS TRUSS �24"d.< QO Aad 4 LATERAALUM BRACINNGQS /l I .35an,pti -� END WALL o.H. FURRING STRIP OR LATH CONT. BEARING. 3X8 SPL. OPT. �u SUS e.A�� SPAN TO HATCH COMMON TRUSS. OR ARCHITECT. MINIMUM GRADE of LUMBGA LOADINGL cPS1= D STR. INCR. , 25 7- T.C, 2X4 xo.I 31 DF -L PI -95 Crit, TOP 29 11 DRAWN 8T i YES D.C. 2x4 xo.i 91 DF -L �C_g� BOTTOM 0 ie CHECKED BY i JAI Webs 2X1 STUD/.5T�1:�-� SPACINGS 21 Inch O.C. REP. STRESS. a Za S, � e P1 ro D"'`� �`ca� 9czov l c� D dgc.e �1P �cis2 '�Z�S-r� N4 1 �dfZl �� ADLs►xst°r To r2EsScST 18d v�F 1s drra�aa- C) -742, aar� I►.S 6CG.G�Dc.�L;-L� U= T'L� �.L� 'T11sc� � OCT 8 6 Mi IlO. 01_ 1919 EXP 9-3L •.)0 NAILING SCHEDULE.2X4 TYPICAL 2X4' L -BRACE NAILED TO tLATERAL.GBRACIN VERTICALS W/8d NAILS. 8' O,C, #r NAIL AT Q END VERTICAL STU❑ �- 2 - 16d e' - 8'-e' 7- 3 OVER 8'-5' 4 - i8d SECTION A -A. MAXIMUM VERTICAL STUDS HEIGHT. OF VeRTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE SPACING • 11-3-12 18-'4-14 12 INCH O.C. 5-7-2 9-5-8 . 15 INCH O.C. 5-1-e 12-12 1 24 INCH O.C. 18-1-7 s -e-3 NOTE:3.FURNIS•i COPY OF THIS DRAWING TO CONTRACTOR i.VF_RT. HAD SE6WH CHECX6D FOR 88 H WIND LOAD, tEAN WALL HEIGHT Cr- 15 FT, X0 LJ248 DEFL• CRIT, FOR BRACING INSTALLATIOK 9BRaCINC SHOWN IS FOR DUAL TRUSS ONLY, 2,CDtKCTIOx BETWEEN BOTTOM CHORD OF CABLE END PROv1DEO BY PROJECT ENGINEER CONSULT BLDG. aRtHiT CT ENCINEER FOR PERHAN NT ACING OF ROOF SYS TRUSS AND WALL TO BE TEh4ORAR7 AND OR ARCHITECT. MINIMUM GRADE of LUMBGA LOADINGL cPS1= D STR. INCR. , 25 7- T.C, 2X4 xo.I 31 DF -L PI -95 Crit, TOP 29 11 DRAWN 8T i YES D.C. 2x4 xo.i 91 DF -L �C_g� BOTTOM 0 ie CHECKED BY i JAI Webs 2X1 STUD/.5T�1:�-� SPACINGS 21 Inch O.C. REP. STRESS. a Za S, � e P1 ro D"'`� �`ca� 9czov l c� D dgc.e �1P �cis2 '�Z�S-r� N4 1 �dfZl �� ADLs►xst°r To r2EsScST 18d v�F 1s drra�aa- C) -742, aar� I►.S 6CG.G�Dc.�L;-L� U= T'L� �.L� 'T11sc� � OCT 8 6 Mi IlO. 01_ 1919 EXP 9-3L •.)0 MiTek' January 15, 1998 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA FAX (916 631 8225 TELEPHONE (9161 631 7811 RE: Trusses Supporting AC. 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 oQapf£ss+o O�NG YG Redo.� Chief i er Western 0 Symbols PLATE LOCATION AND ORIENTATION The first dimension is the width 1)/ *Center plate on joint unless perpendicular to slots. Second dimensions indicate otherwise. to slots. Dimensions ore in inches..Apply plates to both sides of. truss and securely sent.'.--. .: 0 rr *For 4 x 2 orientation, locate 0 = plates 1/a"from outside edge of o 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 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. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTO 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/DILHP 870040-N. 930013-N. 910080-N BEARING Indicates location of joints of which bearings (supports) occur. IM1 TM MI'rek Industries, Inc. ° — HYDRO -AIR O FOR M018.019 O A,General. Safety Notes Failure to Follow Could Cause Ptoperty- Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and oil other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Cr joint and embed fully. Avoid knots and wane o at joint locations. U 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) r- 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. 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 for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber sholl 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. TM PANEL CLIP 12. Anchorage and/or load transferring connec tions to trusses n_ re• the•rasPonsibility of others unless shovl Fr 8 13. Do not overload roof (0'01(;o(' ifossos wit stocks of conte�{{ uc'tjon mote'rlals. , 14. Do not cut oater.truss meJTiber of,.plotel without prior�i�)O�p-rbvol of a;p engineer. rofessional ' '• r 15. Care should 1�19exE r•Cised Irl hondliri erection and 0tallptipn of'trusses; 1 : © 1993 Mitek Holdings; lnc...a. This, safety alert symbol is used to attract your A& attention) PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer(builder. building contractorlicensed contractor, erector or erection contractor) tonronerlvreceive. unload. store. handle. install and brace metal elate connected wood trusses to nrotect life and nronertv. The installer must exercise the same high degree of safety awareness as with any other structural, material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or c amage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. .Ami4 TRUSS'PLATE INSTITUTE 583 D'Onofric Dr., Suite 200 Madison, Wisconsin 53719 (608)933-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the based upon the collective experience of leading technical personnel in the wood publisher. Printed in the United States. of America. CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made wish 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. P .,;$T!3q,S§1ST.ORAGE: CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding until installation begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. JA CAUTION: Trusses stored vertically should be braced to prevent tippling or tipping. DANGER: Do not store bundles upright unless A properly braced. Do not break bands until bundles Jare placed in a stable horizontal position. WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat A bands. Do not use damaged trusses. A is extremely dangerous and should be strictly prohibited. Frame 1 HF - Her�-Fir SPF - Spruce-Pine-'Fi Diagonal brace also required on end verticals. I opchore s that are laterally braced can buckle tDgelherand cause collapse Ithere is no diago- ralbracirg. Diagonal bracin j should be nailed ti the unc-erside of the top chord when purlins are attached to the topside of the top chord. PLUMB Truss D 4 h 12 3 or All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A D 50" D(ft) 12" 1/4" V_ H11 l 1 /2" V CHORD C11 N E B. IN M UMILATERAL !BR 1 SPAN CH; 4' 60" I 1-1/4" . . . . . . . . . . . SP; DF;R1SPF / HF :: Up to 24' 3/12 81 17 12 Over 24'- 42` 3/12 71 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' 1 see a registered professional engineer HF - Her�-Fir SPF - Spruce-Pine-'Fi Diagonal brace also required on end verticals. I opchore s that are laterally braced can buckle tDgelherand cause collapse Ithere is no diago- ralbracirg. Diagonal bracin j should be nailed ti the unc-erside of the top chord when purlins are attached to the topside of the top chord. PLUMB Truss D 4 h 12 3 or All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A D 50" D(ft) 12" 1/4" V_ 24" l 1 /2" 2 36" t 3/4" 3 48" 1 1" 4' 60" I 1-1/4" 5' 72" 1 1-1/2" 6' —84- 1 1-3/4" 7' 96" 1 2" 8' 108" 1 2" 91 I T ±'/4' BOW Length L(in) Lesser of L/200 or 2" L(in) L(in) ............ .......... 3 .V D(in) I 1/4' Lesser of L/200 or 2" Lesser of //- D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUME INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 50" 1/4" 4.2' 100., 1 150" 3/4' 2.5' OUT -OF -PLUME INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 200" 11" 16.7' 250" 1 -1 /4" 120.8' 300" OUT -OF -PLUME INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 Tag Line .Y WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. 11 A greater than 30' by the peak. 600 \ or less NP-Q/M 60* or less\ Approximately Approximately Tag '.s truss length '/2 truss lenfth Line Truss spans less than 30'. FLittii Spreader Bar Toe In Spreader Bar Toe In ' Approximately 1/z to =/3 xruss length Less than or equal to 60' Approximately Less thar or equal to 60' Toe le the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag " Line Tag Line Strongback/ SpreaderBar Toe In At or above mid -height Tag Tag Line Line Approximately Y3 to 3/� truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation, of trusses with similar coniiguretions. Consult a registered professional engineer if a different bracing arrangement is Desired. The engineer may design bracing in accordance with TFI's Recommended Design Scecitication for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in scme cases determine that a wider spacing is ?ossible. Typical horizontal tic member with multiple stakes (HT) Frame 2 DF - Dot.glas Fir -Larch SP - Southern Pine HF - Hen -Fir SPF - Spruce -Pine -Fir L_ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x412k PARALLEL TOP CHARD CHORD TRUSS TOP,CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING: (DBs) SPAN DEPTH SPACING(M:i) #trusses S;P/DF SPF/H, F:; Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over, 48'- 60' 48" 5' 4 2 Over, 60' See a registered professional engineer DF - Dot.glas Fir -Larch SP - Southern Pine HF - Hen -Fir SPF - Spruce -Pine -Fir L_ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. tOTr 20'(Des) sses ,P:3 SPF/HF� 2� All lateral _� braces lapped at least two / trusses. =450 End diagonals are'essen ial for stability and must be duplicated on both ends of the truss system. `eys Olt 9`Z WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle toge.hera id cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to th e underside of the top chord when purlins are attached to the topside of the top chord. Ns 301(Des) 1 g T�usSes @ 2' o, / c, All lateral braces lapped at least two End diagonals are essential for stability and must be duplicate, on both ends of the truss system. =45° Frame 5 30" or greater Continuous Top Chord —\ Lateral Brace Required T 10° or Greater Attachment Required - + 312" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 2x412k PARALLEL Continuous CHORD TRUSS Top chord Lateral Brad Required Top chords that are laterally braced can buckle together and cause collapse if there is no diago. 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachmer ° Required tOTr 20'(Des) sses ,P:3 SPF/HF� 2� All lateral _� braces lapped at least two / trusses. =450 End diagonals are'essen ial for stability and must be duplicated on both ends of the truss system. `eys Olt 9`Z WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle toge.hera id cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to th e underside of the top chord when purlins are attached to the topside of the top chord. Ns 301(Des) 1 g T�usSes @ 2' o, / c, All lateral braces lapped at least two End diagonals are essential for stability and must be duplicate, on both ends of the truss system. =45° Frame 5 30" or greater Continuous Top Chord —\ Lateral Brace Required T 10° or Greater Attachment Required - + 312" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 12 -1 4 or greater Bottom Nord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. 0 , .170 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir - All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A �o Permanent 11`,Z�po_ continuous lateral bracing °O as specified by the truss engineering. Cross bracing repeated Frame 4 i' 4 4.5° i i �o Permanent 11`,Z�po_ continuous lateral bracing °O as specified by the truss engineering. Cross bracing repeated Frame 4 Top chords that are laterally braced con buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should aenailed tot he underside of the top chord when purlins are attached to the topside of the top,chord. 12 ----1 4 or greater ti 11 Over 32' - 48' 1 4/12 6' 1 10 1 7 Over 48'- 60' 4/12 1 5' 1 6 1 4 Ove_r6 o' I See a registered professional engineer yI ' 32 Ot We I eI . WARNING: Failure to follow these recommendations could result In I A& severe personal injury or damage to trusses or buildings. A Over 28' - 42' 3.0 1 6' 1 9 1 6 1 Over 42' - 60' 3.0 1 5' 1 S 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10" or Greater Attachment Required V =W Frame 3 12 5 I DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace � lapped at least 2 Required —� trusses. ti ~ to the underside of the top chord when purlins 10° or Greater are attached to the topside of the top chord. Attachment Required yI ' 32 Ot We I eI . WARNING: Failure to follow these recommendations could result In I A& severe personal injury or damage to trusses or buildings. A Over 28' - 42' 3.0 1 6' 1 9 1 6 1 Over 42' - 60' 3.0 1 5' 1 S 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10" or Greater Attachment Required V =W Frame 3 12 5 I Top chords that are laterally braced can buckle together andcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed ti ~ to the underside of the top chord when purlins are attached to the topside of the top chord. P C' ,ECT PROCESSING RECORD APPLItANT: OWNER.- -. u PERMIT #: A. P. #: WORK DESCRIPTION: DATE DESCRIPTION OF STEP zzr 9 s RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: Building Permit Number: 00 -069 03 Plans Examiner: A. P. Number: 639 3C0 0 a R 7 GENERAL: 1. Zoning requirements — (number of permitted living units).. - a Building permit valuation. . , Plans signed.by the designer. Proper description of work on the application. 5. Existing violations on the property. 6. Recorded notice of violation. CLO not PLOT PLAN: iY Complete parcel size and dimensions. Setbacks, side yard, easements, ttc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). ,7'..O"'FAU & FAS road setback. Building or utilities across lot lines (record form). FLPOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Egress windows (Uniform Building Code section 310.4). X Skylights (Uniform Building Code section 2409 & 2603.7). ,a! Glazing in Hazardous locations (Uniform Building Code section 2406). ,,Required room sizes and ceiling heights (Uniform Building Code section 310.6). �GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213:5).. - 9. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). 10. Garage firewall separation - req}uired on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). XWood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). .1 Smoke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing Code 408.5). 1dr Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 RUCTURAL DETAILS: Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform ui ding Code section 2320.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 5. ' Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13. Stud heights. 14. Expansive soil - special foundation design required. 15: Retaining walls requiring design. 16. Special Inspection requirements. 17. Header sizes. 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). t 2. Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Roof covering type - (fire hazard). 7.' Foam insulation - protection. 8. , 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 10. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11. Attic access and ventilation (Uniform Building Code section 1505). 12. Combustion air for fuel burning appliances - LPG requirements. 13. Sound requirements. - - 14. Energy design compliance and supporting documentation. 15. Flashing'at all exterior openings. 16. CDF responsible area requirements. 17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 April 12, 2000 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Baker and Baker Construction 2231 St. George Lane Suite 80 Chico, CA 95926 Parcel Number: 039-360-087 Building Permit Number:00-0623 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation, shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 6nd nclosed are your school and park fee forms. Please pay any required fees at district offices return the yellow copies to the building division. I have removed sheet 5 from the building plans. We do not issue foundation only permits for residential space and no application has been made for this structure at the present time. I will return this page to the contractor. Plans are in the line up for structural review. Our engineer will contact you if he has any questions regarding this review. . Enclosed with this letter is your new plan review response form. Please read the form and respond accordingly. All items must be addressed upon resubmittal. Both non-structural and structural review will need to be completed upon resubmittal and reviews are done in the order received. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sinc"itney M rt Plans Examiner a a a ci iuTi• � c El . t T0011 ODTgD ' ssnul 2HUM ssow 6Z££ VVZ 0£5 XV3 L5:TT 00/6T/90 06/14/00 09:55 FAX 530 244 3329 MOSS LUMBER TRUSS Chico r Z019 r7011T, a ua 3X4= M422 DE VAULT 1 1 3278487 SC106779. a um 8-11.6 12.6.0 28.0.0 I x AI-690ale et 7;80.9 z o 0 12-6.0 12-" z•o:o 40= 8.00 Fly 11 t2. LUMBER TOP CHORD 2 X4 DF No,laBtr-G BOT CHORD 2 X 4 DF No.18Btr•G OTHERS 2 X 4 DF 61ud-0 Toa CHORD Sheathed or 6.0.0 on canter pudln spacing, BOT CHORD RI91d belling directly applied or &0.0 on center bracing, REACTION$ (Ib/size) 2■260/254.0' 2B--WZS-0.0, 22 118/25.0.018■281/200.0; 2 88/28.0-0, 27■84 9-0.0 29.88/25.0-0, 30.88/25.0-0, 31■89/25.0.0, 32=83/25.0.0, 33109/26-0b,.34■4W25-0.0, 25■87/2iA 24■69/20.0.0 23=82/26.0-0; 21■ -33/261-6, 20+30515•p•0 Max Horz 2■12(load case 1), 28=20oad case 2), 22■46ad case 2), •l8■•13(bad case 1). 2ed-10oad cave 2). .?l 0-.d cage 2) 23■20oad ones 2), 21■-24(l*ad case , 20410oad ones 2) M�IaxUpllft2l■•48 Oe case Ntax OraY 28■13(oad.casa 2, 22■11 B(load Dass 1),15=28100611 case 1), 28=I1e(toad case 1) 27=BS(load ossa 3), 29m960Dtid case 1) 30■88(losd cssa 1), 31•8g(load case 3; 32■83(lood cess 1), 33■1090oad Das* 3), 30114(load bass 2), H-570aed case 1), 24=90(load case 4), l23■82(Ioad case 1), 20=306(load case qy. FORCES b) - First Load Case Only rOPCHORD1.2=.48, 2 -3■ -56, x•27, 4.5■ -90, S 8■•29, a 7•-29, 7.8••28, B•9y29, 9.10■ -28, 11111■•28, 11.123 28, 12.13■ -29, 13 14■�29, 14 lg -31, 16 -18■ -19, 18.17■•83,17-18=•76,18-19.44 BOT CHORD 2.34.0, 33.34.0, 32-33■0, 31-32■p 30.31.0, 29.30 0, 28.29.0, 27.28=1 28.21■3; 28.26x3 24-26.3, 23.2 =3 22-23■3 21.22e-2, 20.21 ■-3 10.20■ -11 . WEBt3 10 26■ -87, A•27■ -89, 8.29■ -aa; 7.3b■•89, 6 -31■ -89, 6.32••68, 4.334-74,-34•.81, 12-25= 8}113-24■-70,14-1�■-0S, 18-rLd■-89, 16.21=21, 1'!•20••23= NOTEa i Thic Irusv hev b6on checked for unbalanced loadln canditlons, 2 All plates ere M20 plates unless otherwise Indlcatet�, 3 All plater ars 1.6x4 420 unlace.otherWis Indicated, 4 Gable requires oonllntrotns bottom chord bearing, Gable studs spaced Al 1.4-0 on osnier, e This truss has been designed for a 10,0 per bottom chord live land nonconcurrerd with "other INA toed* per Table No. 16 -81 UBC -94, �A plate rellnq reduction or 20% has been epp(Isd for the teen lumber members, e) Beeling et (aud(s) 18 conaldete.parallel to grain value using ANSI/TPI 1.1095 angtato grain formula. Building designer ehould.veA capacity of bearing surface, . JUN 1 3 2000 9) Provide mochanloel connection (Dy others) of trues to bearing plate capable of Wlthsianding 48 Ib uplift al Joint 21. 1 ) This truss has-been designed with ANs P11.1986 criteria, I.OAD CA$E(SI StandAW WAJYMINQ - Yrtr(o design pararnerene and READ .NOTES ON TN1S AND REYC'RSE S7DE BEFORE USE Deeion valld.ldr use only With MITOa coeneotors. This design Is based only upon parameters show, and Is for an IhdMduei building component to be Inetplled and loaded vertically, Applicability of design patamsters and proper Incorporation of componani Is•raaponsibutty of Duirding daglgnsr — not truss designer. Bmalna shown It for lawrat wopoA of Individual W60 members only. Additional tsmporey braoing b Ineura atebWty dunng conntnmdgn le Iha ri;o- dblll,Y of the *HOtW. Addiaomi permanent eradlng of the overact atiudture le the raapdnaibnity at the building designer, For general 9 0149es 1b .egardlnp IebAcaflon, 9vetiry cenuol, storage, dew.". aredtion, end brading, oonaug aeT•aa Oulilly Ste .— Dea. "IN St er■ofng epsslflestian, and NIB -91 Maemin9 Installation and Bracing 1ladoettnendeflen svaliable from'huss Platy Institute, 58a D'Onofrl■ Drtva, dadbon, Wl }271* 'Wak Indlulries, Inc. IZ/Z 'd-dZtiti'oN 'GNI S3I81SnaN1.Y31IW— NdgQ ;F —0M. r.1 • u n r--- 3X4= 4,00 �- 8-11.6 t 17.4.0 25-0.0 9.11-e 7.4.8 I . 7.9.0 as LOADING TCLL (ppe� 16. SPACING Plates Increase 2-0-0 "1,28 Cal TC 0.19 DEFL (le>) (lot:) Vert((((((LLLLLLL)))))) NA Udell PLATES GRIP TCDL 10.0 Lumber Increase 1,26 Be 0.11 V:r"t 0104 1.2 Na ►738 Nt20 220/195 $CLL 0,0 RapStress[nor YES WB 0,04 Hoa 0.00 Na SCOL 7,0 Code UBO/AN3t95 QmrbQ 1st L L 1Mn Ildefl ■ 380 Weight: 1331b LUMBER TOP CHORD 2 X4 DF No,laBtr-G BOT CHORD 2 X 4 DF No.18Btr•G OTHERS 2 X 4 DF 61ud-0 Toa CHORD Sheathed or 6.0.0 on canter pudln spacing, BOT CHORD RI91d belling directly applied or &0.0 on center bracing, REACTION$ (Ib/size) 2■260/254.0' 2B--WZS-0.0, 22 118/25.0.018■281/200.0; 2 88/28.0-0, 27■84 9-0.0 29.88/25.0-0, 30.88/25.0-0, 31■89/25.0.0, 32=83/25.0.0, 33109/26-0b,.34■4W25-0.0, 25■87/2iA 24■69/20.0.0 23=82/26.0-0; 21■ -33/261-6, 20+30515•p•0 Max Horz 2■12(load case 1), 28=20oad case 2), 22■46ad case 2), •l8■•13(bad case 1). 2ed-10oad cave 2). .?l 0-.d cage 2) 23■20oad ones 2), 21■-24(l*ad case , 20410oad ones 2) M�IaxUpllft2l■•48 Oe case Ntax OraY 28■13(oad.casa 2, 22■11 B(load Dass 1),15=28100611 case 1), 28=I1e(toad case 1) 27=BS(load ossa 3), 29m960Dtid case 1) 30■88(losd cssa 1), 31•8g(load case 3; 32■83(lood cess 1), 33■1090oad Das* 3), 30114(load bass 2), H-570aed case 1), 24=90(load case 4), l23■82(Ioad case 1), 20=306(load case qy. FORCES b) - First Load Case Only rOPCHORD1.2=.48, 2 -3■ -56, x•27, 4.5■ -90, S 8■•29, a 7•-29, 7.8••28, B•9y29, 9.10■ -28, 11111■•28, 11.123 28, 12.13■ -29, 13 14■�29, 14 lg -31, 16 -18■ -19, 18.17■•83,17-18=•76,18-19.44 BOT CHORD 2.34.0, 33.34.0, 32-33■0, 31-32■p 30.31.0, 29.30 0, 28.29.0, 27.28=1 28.21■3; 28.26x3 24-26.3, 23.2 =3 22-23■3 21.22e-2, 20.21 ■-3 10.20■ -11 . WEBt3 10 26■ -87, A•27■ -89, 8.29■ -aa; 7.3b■•89, 6 -31■ -89, 6.32••68, 4.334-74,-34•.81, 12-25= 8}113-24■-70,14-1�■-0S, 18-rLd■-89, 16.21=21, 1'!•20••23= NOTEa i Thic Irusv hev b6on checked for unbalanced loadln canditlons, 2 All plates ere M20 plates unless otherwise Indlcatet�, 3 All plater ars 1.6x4 420 unlace.otherWis Indicated, 4 Gable requires oonllntrotns bottom chord bearing, Gable studs spaced Al 1.4-0 on osnier, e This truss has been designed for a 10,0 per bottom chord live land nonconcurrerd with "other INA toed* per Table No. 16 -81 UBC -94, �A plate rellnq reduction or 20% has been epp(Isd for the teen lumber members, e) Beeling et (aud(s) 18 conaldete.parallel to grain value using ANSI/TPI 1.1095 angtato grain formula. Building designer ehould.veA capacity of bearing surface, . JUN 1 3 2000 9) Provide mochanloel connection (Dy others) of trues to bearing plate capable of Wlthsianding 48 Ib uplift al Joint 21. 1 ) This truss has-been designed with ANs P11.1986 criteria, I.OAD CA$E(SI StandAW WAJYMINQ - Yrtr(o design pararnerene and READ .NOTES ON TN1S AND REYC'RSE S7DE BEFORE USE Deeion valld.ldr use only With MITOa coeneotors. This design Is based only upon parameters show, and Is for an IhdMduei building component to be Inetplled and loaded vertically, Applicability of design patamsters and proper Incorporation of componani Is•raaponsibutty of Duirding daglgnsr — not truss designer. Bmalna shown It for lawrat wopoA of Individual W60 members only. Additional tsmporey braoing b Ineura atebWty dunng conntnmdgn le Iha ri;o- dblll,Y of the *HOtW. Addiaomi permanent eradlng of the overact atiudture le the raapdnaibnity at the building designer, For general 9 0149es 1b .egardlnp IebAcaflon, 9vetiry cenuol, storage, dew.". aredtion, end brading, oonaug aeT•aa Oulilly Ste .— Dea. "IN St er■ofng epsslflestian, and NIB -91 Maemin9 Installation and Bracing 1ladoettnendeflen svaliable from'huss Platy Institute, 58a D'Onofrl■ Drtva, dadbon, Wl }271* 'Wak Indlulries, Inc. IZ/Z 'd-dZtiti'oN 'GNI S3I81SnaN1.Y31IW— NdgQ ;F —0M. r.1 • u n r--- 06/14/00 09:54 FAX 530 244 3329 MOSS LUMBER TRUSS Chico Q018 o • ea ss a R3270455 M422 I D VAULT -- 6 7,2 SC -108779C rnunnrgrn,rr, nwrr...., ...•. +..+..v r �...-.� a wr . rwv oa r w m�rarrw. n v,.o - .2404 4-04 12.6.0 15-24 26-0.027.2OrSCQIe = 1:61,2 2.0.0 t 6.6-4 I 6-11-12 I 6 e-/ -' 5-9-12 .2-0-0 08 = 6.00 (TT 4 1,6x4 i 3 5 8 1 2 - 5x8 6 75 ' 3x4-- 9 3X7 — LUMBER TOP CHORD Z X 4 DF No.14B" BOT CHORD 2 X 4 DF No.14B1r-O WEBB 2 X 4 OF Stud -O REACTIONS (lb/elze) 2.92910-3.9, 9m926/0.3.5 FORCES (lb) -First Load Ones Otlly TOP CHORD 1-2■23, 2-3=•1272, 3-4--1025, 4-5 -3302, 6.6■ -3530, 9.7■22 BOT CHORD 2-9=1130, 8-QA982, 6-843208 WEBS 3.9 •289, 4-9011, 4-8=2803, 6 -e■ -239• OPIACING TOP CHORD Sheathed, SOT CHORD- Rigid calling directly applied or 10.0-0 on canter busing. NOTES 1) This truss has been checked fol unbalanced loading conditions, 2 All plates Ere M20 plat" unless otherwise Indicated, 3 Thin buss has bepan designed for a 10.0 pef bottom chord live load nonconcurrent with arty other Ilya loads per Table No. 18-9, UBC -94, 4 A plate rating reduction of 20% has been applied for the green lumber members, s) Bearing at Jolnt(s) a considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should eerily capacity of bearing surface. t3 Thls Iruen has been designed Nath AN91/TPI 1.1998 crlterte, LOAD CASES) Standard ® WARNING - YerjO design paramirlem and READ NOTES ON THIS AND RFiVSRsa SIDE BEFORE USE Design v0d fdr uaa only with MNk otmnovivrs. This design is based only upon parameters shown, and is for on IndAAduai building component to be Insmlled and Icadod vertically. Applicability of design parameters and. proper Incorporation of eompaAant is reeponalblllty of building doalitnor - not truss daslgw. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing td insure etablll,during coined 4— le uta reapo111e101i0y cf Ihs ata000r Additional permanent bracing of ins avaraU•atrvolttra Is the roaponaf6nity of the ltDlldling deaignet. For general itufdanoll rogar0ing fabrialtion, quality aonurot, storage, dativery, srscifon, and prooing, consult 067.ae Gushy standard, pate. ea arecIng spoolftoation, and HIM Handling Installation tad Waving 116004ttaandatlen avallabte If %me pal' I Plate Institute, 553 Wonalrla Drive, Madison, WI 62710 MP a, Inc. �H/E 'd—IM-ON JNI S3181SHN1 N311WNIAMF JUN 1 3 2000 �'nnnz-9.i-tinr 5x5= 4.00 rTT 9.11-e t 17.4.0 25.0.0 8-11-e 7,4-e 7-9.0 e a e LOADING (ppsn BpACING 2.0.0 CSI DIIPL Qn) goo) Won PLATES GRIP . TCLL 18, Plates Increase 1 25 TC 0.89 VeA L -0.4 2. j6820 M20 220/195 TCDL 10,0 Lumber Imitate 1,25 BC 0.71 Ve IML -0,89 24 P345 BCLL 0,0 Rep Stress [nor YES Wa 0,90 HaaM) 0,30 8 We 9CDL 7.0 Code UMANS195 181 W LL Min Udell b 360 Weight: 104 Ib LUMBER TOP CHORD Z X 4 DF No.14B" BOT CHORD 2 X 4 DF No.14B1r-O WEBB 2 X 4 OF Stud -O REACTIONS (lb/elze) 2.92910-3.9, 9m926/0.3.5 FORCES (lb) -First Load Ones Otlly TOP CHORD 1-2■23, 2-3=•1272, 3-4--1025, 4-5 -3302, 6.6■ -3530, 9.7■22 BOT CHORD 2-9=1130, 8-QA982, 6-843208 WEBS 3.9 •289, 4-9011, 4-8=2803, 6 -e■ -239• OPIACING TOP CHORD Sheathed, SOT CHORD- Rigid calling directly applied or 10.0-0 on canter busing. NOTES 1) This truss has been checked fol unbalanced loading conditions, 2 All plates Ere M20 plat" unless otherwise Indicated, 3 Thin buss has bepan designed for a 10.0 pef bottom chord live load nonconcurrent with arty other Ilya loads per Table No. 18-9, UBC -94, 4 A plate rating reduction of 20% has been applied for the green lumber members, s) Bearing at Jolnt(s) a considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should eerily capacity of bearing surface. t3 Thls Iruen has been designed Nath AN91/TPI 1.1998 crlterte, LOAD CASES) Standard ® WARNING - YerjO design paramirlem and READ NOTES ON THIS AND RFiVSRsa SIDE BEFORE USE Design v0d fdr uaa only with MNk otmnovivrs. This design is based only upon parameters shown, and is for on IndAAduai building component to be Insmlled and Icadod vertically. Applicability of design parameters and. proper Incorporation of eompaAant is reeponalblllty of building doalitnor - not truss daslgw. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing td insure etablll,during coined 4— le uta reapo111e101i0y cf Ihs ata000r Additional permanent bracing of ins avaraU•atrvolttra Is the roaponaf6nity of the ltDlldling deaignet. For general itufdanoll rogar0ing fabrialtion, quality aonurot, storage, dativery, srscifon, and prooing, consult 067.ae Gushy standard, pate. ea arecIng spoolftoation, and HIM Handling Installation tad Waving 116004ttaandatlen avallabte If %me pal' I Plate Institute, 553 Wonalrla Drive, Madison, WI 62710 MP a, Inc. �H/E 'd—IM-ON JNI S3181SHN1 N311WNIAMF JUN 1 3 2000 �'nnnz-9.i-tinr 06/14/00 09:54 FAX 530 244 3329 M422 TRUSS MOSS LUMBER TRUSS Chico Q017 (i3T784p8 ' 2 SC1.067.79D ".0 I a.1 -a 12-0-0— f 16.4.8 azo-" I 26-" I Scale = 1:57,0 MBA 3.10.8 3-10.a! 3.10.8 3.10.8 4.9.0 4x5 11 8,00 fT'£ _ _ 4 4X8 10 8 8 4x9 8x8 = 7x8 8x8 - i 6-8.4 I 12.8-0 t. 18•a-12 I 26.0.0 f9•d-4 8-9.12 3.9.12 04-4 Plate Unsaill e LOADING (Ps SPACING 2-0-0 CSI TO 0.29 DEF Qn VRIL. Qoo) Udefl PLATES GRIP TOLL TOOL 162 1010 Plates Increase Lumber Increase 1,28 " 1,25 BO 0.06 •0.11 Vert L) -0.3 e-9 8.9 WOOD 0908 M20 220MG5 eCLL 0.0 Rep Stress Inor NO WB 0.86 Horv(TL 0.0 7 Intel 7.0 Code UBC/ANSI9 st6 ALC LL Min Udefl a 380 Weight: 256 Ib LUMBHR BRACING TOP CHORD 2 X 4 DF No,166tr-a TOP CHORD 19heathed cr 4.315 on center purlln spaoln9. BOT pHORD 2 X 8 F SS -G BOT CHORD Rigid calling directly applied or 10.0.0 on center bracing. WEBS 2 X 4 DP Slud-a REACTIONS Qb/slu) 1■580110.3-8, 7.580110.3.8 FORCES (lb) - First Load Case Only TOP CHORD 1-2-9553,24-9422, 34=-8467, 4.5-64157,15-8-9423, 111 -7■ -9563 BOT CHORD 1-10■8532, 9-10■7204, B-9■7204, 7.8-8592 WEBS 2-10}-198, 3.10■2980, 3.9■ -2125, 4.9x8674, 5•9�-2126, 6.8.208018-11 -158 NOTES 1) 2 -ply (ruse to be connected together with 0,131'x3` Nolle as follows: Top chords connected with 1 row(e) at 0.9.0 an center, Boltom chords connected with 2 row(s) at 0-9•.0 on canter, Webs connected as follows- 2 X 4 -1 row(a) at 0.9.0 on carder. 2 This (runs has been checked for unbelanoed loadln9 candllllons. 3 All plates are M20 plates unless otherwise Indlopted. 4 This truss has been desiggned far a 110,0 psi bottom chord Ilya load nonconcprreni with any other Ilve loede per Table No. 1&B, UBC -94, S A plate rating reduction of 20% hes boon appiled for the green lumber members. 8 This truss has been designed with AN9NTPI 1.1696 Criteria. LOAD CASE(S) Standard 1) Regular Lumber lnoreases'1 2S, Plate Increase01,23 unlromiLae s p VeAd1•�■•62,0, 2-3-62.0, 34:s-62,0, 4.6-52.0, 6-6-52.0,111-7m42.0. M7■42,0, 1.100-417A, 9.10■ -117.0, 8•2■ -417.8, 7-8-417.5 WARNING - Ver(jy des(ga parameters aril( READ NOTES ON THIS AND REVERSE SI DE ,0,vPORE USE oastgn valid for use only with Mrrik oonnadors. Thle dedgn le bared unit, Lvon paremetsre ahorm, and 4 toren IndN14uel buildino oefnponent to be Inalalled and loaded vaetfoally. Appdcabhliy of design paramstara and proper Ineowravan at componenf la maponelbllny al building designer- not truss oeel9Mr, gracing shown Is for lateral aupport of Individual _ ,� web members only. ABdlddna(tarrlpefaty bradng to Insure Stability during donetnlelien Is the raeponelbtgty at the efedlN `T — Adcoonaf permanent brednp of the overen elrupture h the responsibility of the bugdtng designer. Fargeneral guidancIm I or' CAUFOa regarding labrlrpdon. Quallty control, storage, delNery, erection, and bracing, consult OMT♦a Quatny 6leadird, D66- an grading speelBcaUon,.and 1,1111141 Handling installation and Waiting Redenuaendatlon available trim Truss JUN 1 3 2000 Plate Institute, ase Wonafflo Drive, Madison, Wt 93718 . Wrek Induslrles, Inc. 10 'd-1itit'0N 'ONI S3181SPONI A311W WdM P nnnz -ri'unr 06/14/00 09:53 FAX 530 244 3329 MOSS LUMBER TRUSS 4 Chico Q016 JOID °-0•o B-0.0 +q ly a M422' m w u 0, ROOF TRUSS 6 1 S010877 7848] rn run v ra;W;aa cuuu rape 1 ,tet 0.3.4 l ' 12.0.0 17.8.12 24,0-0 2.0-0 6.3.4 6.8.125 8 17 6.3.4 ] 4X4 - WAW eT Tires 4 3x4= 5x5= REACTIONS (Iblslze) 2■894/03•5, 6=894/0,3.11 FORCES (1b) • First Load Caere Only TOP CHORD 1.2.23, 244.1239 3A-1098, 4.6■ -1068, 5-6.1239, 6.7.29 BOT CHORD 2-9x1100, 8-9■744, B -a-1100 WEBB 2 -9■ -238, 4402, 4-8x401, 6.6-238• NOT04 1 This !ruse hes been checked for unbstancsd loads" conditions. 2) Allplates are M20 plales unless atherwSat Indicated. 3 Thm trust has been.deaighad for a 10.0 our b4ltom chord IW load nonconoufront with any other live Ioads per Tabis No. 19-B, UBC -94, 4 A plate rating reduction o 20% has been applied for the preen lumbar members, 5) This truss has been clAsIgned with ANSI/TP11-1996 criteria. LOAD CASS(S) Standard JUN 1 3 2000 ® WARNING - Vae(o derlpn parameter. and RIiAD )V67'R$ ON T/iIS AND RFi'WWO SID& BBFORCt USB � NO valla Air uae only Melh MtT k connebtole. T l&.d6Algn Is based only upon parama" ahoWn, end is Nr.en btdlvld,W bwla Ing component to be Ineiplled and loetledberykelly. AppllaeeNty err dingo psnm■tannd a"at Inooeporsllon of component la retponelblilly of building do lgner- not INret deefpner.•2naing shown It for lateral euppeA a Irtdlvldual web members Dory. AQdItlWtel lemponry bracing to Inauia stabirAy during aonstNollon Is CN rysppna@Ipty al the motor. Addmonal parniaabdannent q a lift' a the overap OtNatWe Is the nappn■IbAlly d ON building designer, For a■ gral guldanoe. tit rag■rding labrla�don, qualify eanerd; average, delivery, are■tlon, and braoing, conauh aOT4$ Quallty ptandard, Ogo- OF as eraolng gpaolllatidon, end H1941 Hsndiinp Installation and Bnoing Raeertretendsdon available from 7hw Plate Inatlrute, 5113 O.Ono►rto Drive; Madleen, VA 63712 Mink Industries. Inc. Id/9 'd—IZWON' "ON1 S3181HON1 A311W N8AQ:F —nnnz • P. I - u n r"""""" °-0•o B-0.0 I 1&0.0 I 24-0-0 g.p.1 g;p-p a CLLPlates CAbINTL SPACIN4 Increase 2-0.0 1.25 Cal TC 0.27 . PKI'L (In) (loo) Well PLATES GRIP TOOLLumbar Increase 1.23 ac 0.61 Vert(� -0.1 8.9 *999 M20 220/196 Vert(TL; -0.22 8.8 >9g9 BOLLRep 1300LCode Stress incr. YE8 UBC/ANBI93 WS 0.13 Horz(TL) 0.03 0 Na let LC LL N.Un i/dell a. 360 Weight: 103 Ib LUMBER BRACING TOP CHORD 2 Xx 4 OF No.111BIr a TOP CHORD Sheathed or 6.6.8 on center purlln spacing. 507 CHORD. 2 X 4 OF NoA&Str-O WEBS 7 4 DF Stud -t3 BOT CHORD Rigid ceiling directly applied or 1%4.0 on vernier bracing. REACTIONS (Iblslze) 2■894/03•5, 6=894/0,3.11 FORCES (1b) • First Load Caere Only TOP CHORD 1.2.23, 244.1239 3A-1098, 4.6■ -1068, 5-6.1239, 6.7.29 BOT CHORD 2-9x1100, 8-9■744, B -a-1100 WEBB 2 -9■ -238, 4402, 4-8x401, 6.6-238• NOT04 1 This !ruse hes been checked for unbstancsd loads" conditions. 2) Allplates are M20 plales unless atherwSat Indicated. 3 Thm trust has been.deaighad for a 10.0 our b4ltom chord IW load nonconoufront with any other live Ioads per Tabis No. 19-B, UBC -94, 4 A plate rating reduction o 20% has been applied for the preen lumbar members, 5) This truss has been clAsIgned with ANSI/TP11-1996 criteria. LOAD CASS(S) Standard JUN 1 3 2000 ® WARNING - Vae(o derlpn parameter. and RIiAD )V67'R$ ON T/iIS AND RFi'WWO SID& BBFORCt USB � NO valla Air uae only Melh MtT k connebtole. T l&.d6Algn Is based only upon parama" ahoWn, end is Nr.en btdlvld,W bwla Ing component to be Ineiplled and loetledberykelly. AppllaeeNty err dingo psnm■tannd a"at Inooeporsllon of component la retponelblilly of building do lgner- not INret deefpner.•2naing shown It for lateral euppeA a Irtdlvldual web members Dory. AQdItlWtel lemponry bracing to Inauia stabirAy during aonstNollon Is CN rysppna@Ipty al the motor. Addmonal parniaabdannent q a lift' a the overap OtNatWe Is the nappn■IbAlly d ON building designer, For a■ gral guldanoe. tit rag■rding labrla�don, qualify eanerd; average, delivery, are■tlon, and braoing, conauh aOT4$ Quallty ptandard, Ogo- OF as eraolng gpaolllatidon, end H1941 Hsndiinp Installation and Bnoing Raeertretendsdon available from 7hw Plate Inatlrute, 5113 O.Ono►rto Drive; Madleen, VA 63712 Mink Industries. Inc. Id/9 'd—IZWON' "ON1 S3181HON1 A311W N8AQ:F —nnnz • P. I - u n r"""""" 06/14/00 09;.53 FAX 530 244 3329 MOSS LUMBER TRUSS -, Chico Q015 _rrussrumPaOAUK SPACING 2.0-0 R3Z78463 7tM2 01 FINK - 6 1 SC 10671 - masa IYmfier, r�Guull\�O, VN -pNVI �.r-rr r .r. . ,vqr q0/ +rr g1YYV+. err, +..r. + u wn, r. , r,vrw� rwr + qyv , 8-3.4 12-M 11•p IZ 24-" Scale F 1:54.6 0.3-4 I 6.8-12 g•8.12 ^� . 6.3-4 4X4= M Cn t 3x4 = 8X5 6-0.0 I 16.0 0 I 24-0.0 8-0-0 T•11•te 6-0.0 LOADING (PaQ SPACING 2.0-0 O81 D9FL • (In) (Iqc) .Udell' PLATO$ GRIP TCLL 19,0 TCOL 10. Dlatelt lnoreaan Wrnber Increase 1.25 1,26 TC 0.21 Be 0,61 VeA(W -0,12 9-7 sBgO Vor1N -0.22 9.7 >ti'H8 M20 220/165 BCLL 0,0 Re SIrma Incr YES WB 0,13 Hort(TL� 0.03 6 nlall BCDL 7.0 Cade USCIANS196 a Is L L IWn Ude380 Weight -,g7 Ib LUMBER BRACING TOP CHORD 2 X a OF No.1GBtr-O TOP CHORD Sheathed or 5.8-8 on center purlln spacing. BOT CHORD 2 X 4 OF No.1 &Str-a BOT CHORD Rigid calling directly, applied at 10.0.0 on center tracing. WEBS 2 X OF Slud•G REACTIONS (lb/slze) 1=782/0.3-8, 5-78210.3-8 FORCES (Ib - First Load Case Only TOP CHORD 1 -2••1231!,1 -ice -1065, 3-4�-1035, 4-6*•1238 BOT CHORD 1.7■1099, &7746, 5-8-108g WEBS 2.7,•268, 3.7.401, M-401, 4.5= -268 - NOTES 1 This in,-,, has been ohecked for unbalanced leading condltlons. 2All plates are M20 plates unlaeo otherWlae Irldicaled, 3 This truss has been designed for 1;.10.0 per bonom ohqrd (Iva load nonconcurronl with any other $m loads per Table No. Id -S, Uac.24. 4 A plate ruling reduction or 20% has been a lied for the green turnbor members. 5 This trues has been dealgned.vvlth ANSVTPI 1.1893 arhada, LOAD CASE(8) Standard •J U N 1 3 2000 �E�� No G A WARNING • Vori/y design parafnefera and READ NO7.'MS ON THIS AND REVERS�4 SIDE BBhY7R8 f low Design vgrld ldr use any With MITak Connectors. This design Is based only upon parameters ohm, and If i9i an Individual building oomponent to be Ir+statled and 1ee0ed Vertically. Applicability of deelon paramatere and proper Inou"Milan at component Is responsibility of building designer - not trues daefgner. Bnloing ahoWn Ie 101 tst11r111 muton of Indlvidtial web members orgy. Addldonal temporary bradtt9 to Insure stability during construoll" Is the reeponelbmty of dw efs4lar. ty Addlllonal permanent trading of the overall ebuoture It the reaponstblnly of 0111 bu9dle9 ddatpnsr. Por general guldan4e � Tf rogarOng fabrloatlwt. quality aontrol, ators9e, delivery, uia ion, and bradtrtg, oonsult QST -as quality atrleaarA, Das. Oil, Bracln116paalllpeuon, and 11118.411 Handling Instellalloo and Brading Hsammmendaliae aveuebla from ltiun ' plate Institute, see D+Onufrlo Drive, Walston, wl sena Mrak Indushio,, Inc. Il/9 A—IZWON '014I 83181Sf1 M X3110WrI94:E —nnnz a Op 1 9i,unrr 06/14/110 09:44 FAX 530.244 3329 MOSS LUMBER TRUSS + Chico 001 M422 A1: scls6oRia + , S C 1 0677 "I 6d16 mage. um er. 1649 ,9 8 0'. -24.1• 2&8.4 33" 38.9-0 3 >a le = 1:82,8 2.0.0 8.1-13 4-5-7 LUMBER' SRACING - TOP.CHORD 2 X 4 OF No,14Blr o TOP CHORD Sheathed *or 6-D-0 on center purlin.spocing, BOT CHORD 2 X 4 OF Stud G 1r -O BOT CHORD -Rig �I',nt9 dlr�eplly eppl67 Of on center bracing: Ekeept; OTHERS 2 X 4 OF 6tud Ci R idpl Y REACTIONS (1b/slia) 47=5/38 9 0, d1=7/dts 9-0, 31P51138.9A, 26•13fv38 g•0, 2A240/38 8.0, 58.44/38.9.0 42.87158-9�0; 43.88/38:9-0, 44■88/38.9.0; 45■88!38.9 0, x8=85/35 a•0, 68■86/38-941, 49.89/38.9.0, 5084/38-9.0, 51.1'09/38.9.0, 5k-34/3141-0, 07,213M8-9-0, 68.31/38.8.0 Max Harz 44a78e lead 0960 2), 31=19Qoad case 2), Za-12(toad wee 1), 2=7(ioad cage 1), 42■-10oad case 2), 4r6•-2(load cuss Z), g6+:1(load case 2), 52■•l(load Max Up111152••3(load osse 1) Max Orav 47.12(load case 2 ,•41■17(load ossa , 31-i79 load 6asa:2 28■1380.cad case 1), 2■240(load case 1), 66■44(loed case 1);12.87(load case 1), 43■89(load Dace 3;, 44■880oad case 1 45.89((Ioad case 3;; 4a-86(load case 3), 48c88(losd base 1), 49■89(load case 3),'60■84(load oaae 3), 91.10 (load Daae 1),'52■2 Qoed case., 57■213poad Daae 1), 56•31(load ossa 3) FORCES (lb) First Load Cone Only TOP CHORD 1-2-46,2-3-66 3<4■ B2 4-5-47."-17,15-7=24 ,7�=9 6 �B 8-10=9 7D 11=8 349 13.14, 14-15=-23, 19 16=-23, 18 17=22, 17-16=-22, 18.19•.22, 19-�0■:22, 2b 21�-22, 21-22■22, 22.2��-32, �13.24�=24, 24.25■•10, 2�•■•61, 3&2�■:6� 27.28483 60T CHORD 2 35■2; 69.55■ -8,53.84.8, 62.53. 6, 51-62.3, 50.61■3, 49-80■3.4483, 4748■•2 1A�:g7•1; 46.483 q4=48+!3; 43-44.3, 42.49• !, 91.42.2, 40-41e-2, 39-40==3; 3&31, 37-38=-3, 38.37? -3, 39.38p 3, 3436=-3; 33.4;-3; 32.33=:3, 31-�2W•2, 30.31-1, 2�:30a•3, Z8:29a:9 W BS 2.88cDi 68=57=0, 57-58=0; 53-56=-64, 1d=dZ=.71, 13 d3=4g, 72 40-E9; 11-4Sq-6H 16 gES�.6g; 9.48■ -89, 9-d9a.7D, 7•SO=•66 8-51=90 352=38, 35d=-283, 64 679-213, 6558=-31, 1B d0=-77, 17-39=-89, 16 38=-1'39, 19.37=49, 20-38=-89, 2 �-35;89, 22.34••70, 23.339-66 2d-32=•9� 25-30=5b; 27-29=-277 NOTES 1Thls truss has been ohnoked for Unbalanced landing condiliona. 2 All plates are M20' later unless othetwlse Indicated, 3 All,plates are'1 5x IV20 ynlelts otherwise Indicated, 4 (3a le requires continuous botlom'ohord bearing, 5 gable elude ripaoedel 14-0 on aenler,' . 6 This trust has-begndesigned fair a 10,0 pef bottom chord live load no llo 16.8, UBC -04,. onourrenl with any other live loade.per Table No. 8; A plate:ratln mduollon of 20% has-been .sppplled-for•the reen lumber members, Besting al Jol.nl(o) 29, 2; 44, 46, 48, 39 34, 33, 32 considers parallel to Orlin value:using ANetRPI 1.1996 angle to anln formula, Sulldln designer should veri� capacity orbsenn88 surface, 9) Provide machanPcal.00nneatlon (try alhars) of terve 10 beafln9 plate capable of withstanding 34 Ib uplIN el joint 52 and 128 lb uLAIR at Joint 30. ` 10) This truss has been designed with ANSNTPI 1.1995 orflaiia. LOAD CASE(8) Slohdard WARNING . YAHJY dosiga PgPilhll4teAt 'and 'AEAD.NOTES ON THIS AND RBVERSE SIDE Deock-•E USB oear9n v,ud f6f uee ".Ydh ull5ek connectors. Thle deelgn la ba'eetf only upon paramelere•aNwrl, and la lar an inelNdud bm pl nq l is ie po to be InaWllad and loaded vsrtica0y; Applloabllhy of deOgn Parentafeh and proper Inoorperaryen at con+porront la reeponuplllty of b0cling dealan0- not aryai dealener. Brading shown b lar lateral supportal Indlvldual web membaro gnty. Addhionsl temporary bracing (o Incurs stabliity quiing COWNollon la the responalDllpy01 the erector. :rte Addlaonal parmanant brecing of the overall structwe la thsyeppanelbttlly of ths' Wlding Qealgner. For goniral guldaiwe regent! fabrfeal"n, quiltion E■ntrol, storage, Qelivery, arobllen, ern/ eraeln(a, aoneun tlaT q gauNy BNndvd, Das- � ea' eraoing 6paalflastlen, and HIB -91 Mandflag Instaltstloe and Brsaing ({ricdninudds0aa available Irdm lYuea Pub Inalllule, sof b'Onelrfa Or3ve, &Wlson, WI 67719 I' Z/t l d^" l Z b A N MiTek� IndesMesr Inc. —INI l Sa l a1SHN 1. N3.1111—Wd00 t J U N 1 3 2000 -•0007, 'Fl,unr 7-a w ww� d Iiia rYu 1 eR rnauarrles, Igo. Fri Junto" uuu.- •2.0.0 6-1-12 107.3 1649 ,9 8 0'. -24.1• 2&8.4 33" 38.9-0 3 >a le = 1:82,8 2.0.0 8.1-13 4-5-7 4.5.7 4.5.7 4-7.2 1.7-24.7-2 5.5.10 0.3.0 3x8 15 1 16 ' 17.1.8.1.9 1 3X6 .8 g . .20 21 2223 7 5x8 0 a4 43 4�0 38 3$ .. 24 25 345 �5 �3z8—. 37.38 4�¢8 . _ 35 50 49 34 33 . X31..2.. 2 5.1 3x6. 3?d�b.. .. 2$ 3x5 I�-3-8 7x8 I r 3x6 , 3x5 e-1.12. 12.9.14 I. 19.8.0 l 26-7.8 i 31-9-0 38-9-0 39/0.0 6 1.12 6.8.2 8.8.2 e•} 8 6-1-8 7.0-0 0-3:0 -LOADING (ps0 TOLL 8, BPACINO Plates Increase 2.070 1.26 C91DEFL 7C 0:19 (In) (Ica) Wen Vert L n/et PLATES GRIP TCOL 10,0 0.0 Lumb.r lnoreass. Rep Stress Inor 1.26 YES BO 0.13 WS 0.06 n/a Ved(T-L) .0.01 ' 1.2 a-999BOLL Hdrz(TL) M20 . 220/195 t3CDL 7.0 Code UBC/ANS198 (Mat rod . 0,00 n/a tat LO LL Min Won i. 360 Weight: 180 Ib LUMBER' SRACING - TOP.CHORD 2 X 4 OF No,14Blr o TOP CHORD Sheathed *or 6-D-0 on center purlin.spocing, BOT CHORD 2 X 4 OF Stud G 1r -O BOT CHORD -Rig �I',nt9 dlr�eplly eppl67 Of on center bracing: Ekeept; OTHERS 2 X 4 OF 6tud Ci R idpl Y REACTIONS (1b/slia) 47=5/38 9 0, d1=7/dts 9-0, 31P51138.9A, 26•13fv38 g•0, 2A240/38 8.0, 58.44/38.9.0 42.87158-9�0; 43.88/38:9-0, 44■88/38.9.0; 45■88!38.9 0, x8=85/35 a•0, 68■86/38-941, 49.89/38.9.0, 5084/38-9.0, 51.1'09/38.9.0, 5k-34/3141-0, 07,213M8-9-0, 68.31/38.8.0 Max Harz 44a78e lead 0960 2), 31=19Qoad case 2), Za-12(toad wee 1), 2=7(ioad cage 1), 42■-10oad case 2), 4r6•-2(load cuss Z), g6+:1(load case 2), 52■•l(load Max Up111152••3(load osse 1) Max Orav 47.12(load case 2 ,•41■17(load ossa , 31-i79 load 6asa:2 28■1380.cad case 1), 2■240(load case 1), 66■44(loed case 1);12.87(load case 1), 43■89(load Dace 3;, 44■880oad case 1 45.89((Ioad case 3;; 4a-86(load case 3), 48c88(losd base 1), 49■89(load case 3),'60■84(load oaae 3), 91.10 (load Daae 1),'52■2 Qoed case., 57■213poad Daae 1), 56•31(load ossa 3) FORCES (lb) First Load Cone Only TOP CHORD 1-2-46,2-3-66 3<4■ B2 4-5-47."-17,15-7=24 ,7�=9 6 �B 8-10=9 7D 11=8 349 13.14, 14-15=-23, 19 16=-23, 18 17=22, 17-16=-22, 18.19•.22, 19-�0■:22, 2b 21�-22, 21-22■22, 22.2��-32, �13.24�=24, 24.25■•10, 2�•■•61, 3&2�■:6� 27.28483 60T CHORD 2 35■2; 69.55■ -8,53.84.8, 62.53. 6, 51-62.3, 50.61■3, 49-80■3.4483, 4748■•2 1A�:g7•1; 46.483 q4=48+!3; 43-44.3, 42.49• !, 91.42.2, 40-41e-2, 39-40==3; 3&31, 37-38=-3, 38.37? -3, 39.38p 3, 3436=-3; 33.4;-3; 32.33=:3, 31-�2W•2, 30.31-1, 2�:30a•3, Z8:29a:9 W BS 2.88cDi 68=57=0, 57-58=0; 53-56=-64, 1d=dZ=.71, 13 d3=4g, 72 40-E9; 11-4Sq-6H 16 gES�.6g; 9.48■ -89, 9-d9a.7D, 7•SO=•66 8-51=90 352=38, 35d=-283, 64 679-213, 6558=-31, 1B d0=-77, 17-39=-89, 16 38=-1'39, 19.37=49, 20-38=-89, 2 �-35;89, 22.34••70, 23.339-66 2d-32=•9� 25-30=5b; 27-29=-277 NOTES 1Thls truss has been ohnoked for Unbalanced landing condiliona. 2 All plates are M20' later unless othetwlse Indicated, 3 All,plates are'1 5x IV20 ynlelts otherwise Indicated, 4 (3a le requires continuous botlom'ohord bearing, 5 gable elude ripaoedel 14-0 on aenler,' . 6 This trust has-begndesigned fair a 10,0 pef bottom chord live load no llo 16.8, UBC -04,. onourrenl with any other live loade.per Table No. 8; A plate:ratln mduollon of 20% has-been .sppplled-for•the reen lumber members, Besting al Jol.nl(o) 29, 2; 44, 46, 48, 39 34, 33, 32 considers parallel to Orlin value:using ANetRPI 1.1996 angle to anln formula, Sulldln designer should veri� capacity orbsenn88 surface, 9) Provide machanPcal.00nneatlon (try alhars) of terve 10 beafln9 plate capable of withstanding 34 Ib uplIN el joint 52 and 128 lb uLAIR at Joint 30. ` 10) This truss has been designed with ANSNTPI 1.1995 orflaiia. LOAD CASE(8) Slohdard WARNING . YAHJY dosiga PgPilhll4teAt 'and 'AEAD.NOTES ON THIS AND RBVERSE SIDE Deock-•E USB oear9n v,ud f6f uee ".Ydh ull5ek connectors. Thle deelgn la ba'eetf only upon paramelere•aNwrl, and la lar an inelNdud bm pl nq l is ie po to be InaWllad and loaded vsrtica0y; Applloabllhy of deOgn Parentafeh and proper Inoorperaryen at con+porront la reeponuplllty of b0cling dealan0- not aryai dealener. Brading shown b lar lateral supportal Indlvldual web membaro gnty. Addhionsl temporary bracing (o Incurs stabliity quiing COWNollon la the responalDllpy01 the erector. :rte Addlaonal parmanant brecing of the overall structwe la thsyeppanelbttlly of ths' Wlding Qealgner. For goniral guldaiwe regent! fabrfeal"n, quiltion E■ntrol, storage, Qelivery, arobllen, ern/ eraeln(a, aoneun tlaT q gauNy BNndvd, Das- � ea' eraoing 6paalflastlen, and HIB -91 Mandflag Instaltstloe and Brsaing ({ricdninudds0aa available Irdm lYuea Pub Inalllule, sof b'Onelrfa Or3ve, &Wlson, WI 67719 I' Z/t l d^" l Z b A N MiTek� IndesMesr Inc. —INI l Sa l a1SHN 1. N3.1111—Wd00 t J U N 1 3 2000 -•0007, 'Fl,unr 06/14/0U 09:44.FAX 530 244 3329 M422 IA . . moss MOSS LUMBER TRUSS 4 Chico IA 002 Im. �4 THIS REPAIR 16 TO IIVQRt:Ae THE TCOL TO 10 PS; 447 4.9-7 4.7.2 4-7.2 4-7.2 B•ti•10 0.3-0 THIS REPAIR IS ALSO APPLICABLE-T&TRUSS:AII OF JOB M422. sx� ATTACH.11r.CDX PLYWOOD (I'LIS6ETO TO EACH FACE LISNO 1.0-0:COMMON WIRE NAIL$ (0146' DIA X.3.(' LGT) SPAot3D AT 3' 0.0. WITH MIN AMOUNT:OF NAILS pE(3 FACE -OF EACRMEM13e0111-811OWN CIRCLED, &6!;:, NOTe: 13/32' HICK E:XP.1 32/16 GRRAT AN ED• O.S,B, MAY ® 6x6 Ste BU96T1TUTED FOR ALYW000, A ao-o ai-t2 e•5 -z �t.B .o -a 7-0 0 . . 4x7 R29173491 - Il LOADING (pe � SPAOINO 2.0.0 CS) DEFL (Inj 000). Udell PLATES. awe TOLL 18. Platas-Incieew 1.15. TC' 0.65 Vert(LL) -'0,38 12 b999 M20 220/195 TCDL 7.o Lumber Inorease 1,16 BC 0.80 Vett(T>,.) •0.72 12 5.538 BCLL 0.0 Rep Stress lnor Y69 WB 0.86 BCDL .7.0 Code UBI;/ANSI98 1IL) •0.66 . 380 io rile It LCLL- I1tle0 = 3Weight; 177 lb 1sLC LUm5rm. tbiL4CIN0 TOP CHORD 2 X 4 OF NoA&Bir-0 TAA CI1oRD . Sheathed* BOT S' ' 2 X 4 OF No.1 &BV -G BOT CHORD Rigid ceiling dimotly applied or 10.0.0 on center brooing. OTHERS 2 X 4 OF StuWStd-aCil NVEBS I. Raw at mldpt 4-15 OTHERS 2 X 4 OF Stua/std-0 REACTIONS (lt�lslze) 10=930/0_3-8, 18.1.303/0.3.8 FORCES (lb)'. First Load Casa gntyi TOP GHORD 112=201 2.3=1328, 3.4■1340; 4.5■•1937,•d-e■•2286, 6.7=-2288, 74I 47273, 8-9=-4058, 9.10x•4252 I30T CHORD 2.15.+f207, 14.15-i1336i'13.14.2089,' 12-15=2588, 11.12=3040, 10-11=3848 WEBB 3-15-2.39,44115i.3109, 4.14■693! 6.14■•429, 6'-13=68, 818=1806, 7-13=-741, 7-12=448, 8.11■ -46.0, 8.11-38.3, 9.11-121, 2.16-38, 15.18■•1393 NOTES 1) Thls truce-hav been cheoloed br•unbalenoed loading oonaltbns: 2) All prates ere M2o prates unless otherwise Indlcdted, 3) This truss hse'been deolgned tor.a 10,0 psf'boncm chord live load nonoonourrsnt vAth any other Ilve load e Par Table No. 16-8, 4) A plate rating nxtuc)ton of 20% has been applied tot the pteen. lumbermembers. 5) gearing atjolnt(f Waring ing su ere. parallel to grain value using AN$VfPl 1.1995 anpla to grarn rormula. Buildlog designer should J u N 1 3-2000 vartly capsclty of arinp surface, e) This Erose hes been dablgned•volth ANSIRPI 1.1996 omgrla, LOAD CAb6(a) Standard Wi}RNINfi Vartfy deflgri pdrumrtors-and READ V&6 ON THIS AND REV RSF•S/UE BEfpORE USX� p oealen rend for use only with Miuk-oonnaotors, i w detxpnie eased oplw'upop Oaramsrere enoent, and IN (or an Indlvldual ` ' N ' '79 bulIdIng component to be Inetallad and-Ioadttd vatVcalty. Appliodbllliy of'degign pgremeteri end proper Incorporation of camponanl It reaponelbllily-al bulWlne deaf ner � ndl t u d q g for q evopon of b1tllttIM01 g � ealanvr. Dr mn shown b 4t 1`N web memos's only. Addlltonal tehtpoibry 61`201119 to Insure stability auring.donatruoyon Is IN! Ivaprntelblllly of Me erecter.' Addlnonal permanent bracing drthe overall structure le the Iaatwnslbnit 1 h bi•. 'r" ' f,� t o dgui�+ CNIL regarding IsbtloglWn, qlyd uality con, atoraea; y.o u8ngdeelgnet t*orgeheral denoo d2llvery, praotte11, and brading, aonaull aRT-aa Ouaary afeilderd, Dea• • . V;`/Z, ""�" \a/`c" . 09 arooing•lipeclndatlen, and Nla•11'Nandlityg (nawlaliorl and 6ntoing Ill"CM nansetlen avallebla from Thea �L .�yr"CRL>`�, Plate Inetltule, sea D'Ongfrlo DAva, Metllgen, WtU71a !►�( IhdUa`rlaS�.In�. �"lZ/8l •d—ll��•�N •�Nl S3da1SNON•I•�311•W---•-Wd10�6 —000Z >,�••u�r . 06/14/00 09:45 FAX 530 244 3329 MOSS LUMBER TRUSS -.Chico Q003 Jot)a: M42'2 A2 6C1&80R9 t• :' 1 R29m$j mt�as `:SC�106 s .n ar r 779$'. •Z•0.0 6.112 .. 7-9 16.0.9. 18,6-0•24.1-2 oe. 2,Q-0 6,1.12• • . 2641.4-334-8 38.' 0 3A ale = � :83:3 4 6 7 ad•7 4x.7 x7,2 47.2 THISREPIAR•18 TO INCREASE THE TOOL TO.10 Pt3p, 4-74 8.610 -0 ATTAOH.1l3' ook.PLYWOOD GUB5I3TS TO M-614 FADE USING 10-Q COMMONS' •WIRE NAILS.(0:14O DW X 3,(r LOT) $PACE'D AT 39.0,C- WITH MIN AMOUNT OF kA lLS PER PACROF EACH MEMBER' SHOWN CIRCLED, NOTE: 111l32' THICK -EXP, 13'2118 SPIN RAT'Eb 0.8;8, MAY 9E SU TITUTBD FOR PLYWOOD, 3X4 bx5 i 4' 3X4 d 1 fl 8 5x5 '6:00 (i1'3 _ 1 bk9 12 8• 2 3x4 4..11 0 1 X6 1 f Sx8 ! , 5X4 'I 14:1 4 L} 5x6,.. d 4x7 8' •12 12.8-14' 9 t1.0 sd-rte 0.1 - .0 a.e 8.8.2 ' 8 1 A 8-1-8 740 ' 0.9-0 l:OADINO (ppaa SPAC)No 241,0 TCCDL: CO' Plataylnareaea 1:16. TCl ' 0,88. .bIEF (I (los) Vdeifl. PLATH8 GfiIP Lumbnt lhenaea 1,16 ' B0 Vert -0 .'.12 >889 BOLL: 0,0 WH 0.87 VeO `/ •0:73 12 % M20 2201183 Rep Stress Irief YES 919h7 BEDL 7,0. Code. UBClANSI98 110 �T 0.5s 10. 1e1 N5n Vdeil 880• Weight: 211'Ib TOP - Cl ORQ'2 X 4 DF`No;fdBtnci BRACINNG * . BOT;CWORD 2X:4 DF. o,1dBIrG . TOP C1iORD: Shp glhed,. WEB9. 2X4°DF.6fud/Std-0. BOT.CHORd:Rlggltl.selling,diiectlyppplledorl0-O.Oon:oantergreoing; Except: OTHERS 2X:4 DF.81ud/9td•d I-?, 2 on centerprpolhtl: WE®S 1 Rnrd.at mldot 4.16 RFJlCT10NS'(jti/slad) 10,830/0.3.8, t9�1393/0.3.5 FORCES Flrel loedCa>3e.Ony TOP ChOI2C 14,120, 2.3+.1319'3:4_1248, 4.8�-1028, S¢q.•2268,'6.7=.2266;7 SO.T-CHORD. 2-160-1188, 14.15x41338 13.14=2071,12*13 2976, '6.7 a_ `'3276, 8'-8=.4032, 9.10=.4232 WE88• 3-1`6=433, 416m -3117,5-1.4-437.5-13d83,2 3946; 10�11x3960 d-1 508, 8.13-1809, 7-13_732, 7=12w461, 8;12x.448, 8.11=371, 9-110-119,2.1 Q.,28 15:19 •1393' NOTE$ 1) Tlils lruaa tiaa been cheo)red for unb6lanoed loedln Conditions, 2 All plalea a'r'e Mt20:pi91aa•yrjloas;.other� ae Indloe 3) Thle.truss h4been des nee for x.10.0. Jraf bottom chotd Ibe load nonoonourrerd v+dlh any. other Ilve toads per.Table No. 18:8; UBC -94.. 4 A'plale rotlng redOctlon o Zo% Ilea baen applied for, tlia rrien lumber memb'ere, 6 9eadnd At.1olnt(e) Ib conaldere ppaarallel to greln value ua�n4 ANSVI`Pl. j1 j p98 angle to glalnTarmtila, Building dael0ner should vert as of e .This lruse has been designed vAlh ANSVTPI 1.1895 orherla, y Pe N of bearing surleoe. LOAD,Gdeti(b). Standard J U•N 1 1-2000 ON ®'.WAAN!!VG - Vor(jy ddJlg,<pdrarneterc and REo0.,-,y0 ES ON THISAN•D. RE►/I RSB .SII�� BEP(JR$ (JS$ ooelgn v:Ud' forum only-wilh MITeK:t>omrdeltNe..Tnla d .d tae buildf! g aompenanl,to•se Ins led aria 4 ssod drily:upoit.baiamegpn shown, Amis loran tnvtvlaWb 41 loedea velttwdly, ApplloebllllY of deRipri para1nom, end proper Incotpofatlon vt • �' oomgonenj le•responelelNlY d 6inldlhp deelgnar•,..noC fNae deelgner, Brtolna ihcwn la lorlatorel euPPvn.of IflmV(dlgd' web maritbers;only. Addlllonal tappotaijr hraptnp to lneura stti J*:dupnA oonatruquopb the iaepottsJyWy,trltlle aduld' , , Additional pernieMn(btemn6'et4he overan elfuolurela tho'rdepgnu0111tya1•lhe e►iiadln deal er. . •o9ardingfalt6 uanl TM CN' 4 N N g . gn general Wldanae� g�P.:9 y vonlrol, Bier a, of e' �erevltpn, end 6tao4ig; emeult G9Taa pull ti • 89 Bracing apevllleellen,'end NIB•a1'Nondiing Insfoltatian and lraoi R. tY DOw Puts Institute, sea D,onol06 Ddve, bleprien, Wl lime Pg eoommandatten avalleele tram Trane �1F Me 11f[Iuelriwc:IAC. -`I.l/61 'd`'Vft-'ON �N'l S3181'SfIONI Nh1W— WdiO t _OOOZ' 'El.'u�f 06/14/QO 09:46 FAX 530 244 3329 MOSS LUMBER TRUSS , Chico Z004 o � e M422A3 SC1680RS t' T : .52917362 mo 5 um SC 106779T as •2-0-0 6-7.12 14.10-9 1ea.o 24.1.2 2.0.0 e-� 3�31-3.031-3.0THIS:R Pass a c>�le d 1;84.1 0-7-t2. 4-7•T 4.7.7 4•T•1 . � .4.7,2 4.7.2' 4.7.2 •5.5.10 010 AIR Iib To WdREA41 -THE TCDL To 1a psP. ATTACH I/2' CDX PLYwdOD G(J&sIeT6 TO EACH FACE USING l0*CO1VM0N W(RE NAILS (0.148' DtA X'A.(• LBTI sPACED.AT 8' O.p,)MTH MIN AMOUNTOF NAILS`PERTACEOF OHNEMBER SHOWN CIROLED NOTE::1.6/32' THICK FE 1. 1211e SPAN RATED , O.$.td, )b1AY SE.SVSSTl Tco FOta PLYWOOD,. ATTACH A d ° OF N0A.•.SCAILS(A5 TO:ONE FAdE, A8 BHOWN,.WITti 8x5 6x8 . THEOLENOT OFITHE SCA96148�C3,0'� SPACED AT B"U ALONG 5 7 44, 1:5x4 1.1 4 2 9 0 8.00 jfiT .BRAC a 411 14 6x4 = '6x8 1.0 4.11 1 1• 4.11 13 5x6 1 2 . i 5x6 12 . 1 3x83x4 r I I 7xB 3x10, . ti -7=1a : 8-7.1q ". t •8.14. " . 't9-B:a • .. , �T3 • 31 13.0 6'7'12 0-0.2 6•.11.0 8.11-2 38 9 0 . , 39 -0. e e ®•j•e 6-i-9 F-t1,o o..0 LOAOING (p pp SPACING. ..2-0.p 081 R - TCLL 1x,0 Ratea•Inaresar" AA6 TC 0.69 DtP (In) 1(100) .Udell M oTea a 22x195 TCDL 7,0 bar ,r 1,79 BO 0,68 v°,�ALL 0,41. 13. ►873 a BOLL 0,0' Rep 8lreae-Mcr ' YE8 g 0 g7 Harz . L4). '0.89 13 >Si2 BGDL 7.0 Oodb UBC/ANSI96 1al 4�CL Mtn Vden 3130 n(a Walght: 211 lb LUMBER BRACING.. TOP CHORD 2 X•4 DF.No.18latr-a TOP gHORD " bheialhad. BOT CHORD 2 X'4'DF'No,18Blr-G TOT CMORD R"id d°Ili g p WEBS 2 X 4 OF Sttid/Std•t3 tIgg n8'direclly applied tx 10.0.0 on oenter bra0ln Except: OTHERS 2 X 4 DK•Stud/81d•G WEBS b 71=3 an center brawnB: 2.16, 1 Rdvv at mldpl. 416. REAOTIONB:(IWalle) 17■1379703.8, 11cg61/0-3 e. po(�CCa (Ib):• FrvtLoad:Case.:Only. . TOP CHOR .1.2.20; 2r3�1314',.3-4.131'4, 4 5■•3188;.6 t3? 23gB, 6-7=•2389 7-e BOT CHORD 2.16 0-2368 �B■ 402, D.10'"4178,78, lu4370 1988,:14.15.2269, 13-14=3061,.12.18e38ti� 11=12=dd97 WeB9 3-16■•238, 4.16■•3323, 4.16■476; 6.16••371,6.14=•7, &1�18�3, t3 I4a.730; 8-13.433, 9=13.449, 8.12■337, 10.12■ -116, 2-1T•-0,18 17•-1379 NOTUS ' 1 Thle Iruce hae•been.bheoh®d fci unbulanoad loading oondillons. 2 Fill plates.are M26PPlatea unleaa,vthese lndlpated: 3 This Ouse has tieeh deslggiied:for a 13-:9pe( WOom:chbN llva IoAd nohconourrenl.vrlth tiny, othei.11xe Iohds per.Table No, 16-8, UBC -94, 4 "A plate ratingredtidllon:of.20/6 has •been eppnad for the leen umbe .mempara, 6 :ehis it dl J) Q & been esigne T� ��Sggrallel to ggrefn velu° Lis ng ANSI/Ta[. tgrr5 erygle.lo grata (omiula, .Hulldine dealgner ahculd vorfry oepeaity of -bearing eurtace. 8 Thls truss hex been daslgned villh ANSUTP11-1996 adleria, LOADCASE(8) Standard J U N 1 3 2000 .WARN1,Y0 - Ver.(/y (leelgrc p"Q)ld(gx anri'RB4D•NOTE$ ON 7'87S...AND RPiVERSE SID$ BEFO)M.OSE " Deilgn valld I& urs' only with plTelr OpnnaOtprs; Yhla'dallpg le•baeed orily.upon perametart j 9 bvllding oompOnOnl to qe InelellaQ.*nd boded wr 1Oalf 11Cab119 Ma"' end 13 for ttrdMdual • '+ ! l y 4 Y W deppn Pl AInstets and draper Inoorponttion of .ompdnent le reeponelbtiity or'buNina 64141 Or -:.not elraa °aelpn(rt. graeutg 4horn ti ler Ilttard euppdd al Ind1v10ual web maMpare pay. Addltidnal IamDOrarY braalriBtQ'IneJjretahlll durlh Addinonel permanent brachip•ol thb overall'struatuns la toe ruponcl6pltv;oJ lblho 6Wld ng CQgljgfa'r-Por pehard allitIlly of a apuld�e IV regarding leb4opllon, quoty.control; store 0, dellve CNI`•' � s9 ar,oing tipedltleallon, 0 ry, aut1ii end raeloi- eceinli gaT-ge Rustily Ylandatd, p°6 �OF frit\���(j� aid y19•et Handllog Intrla0atlori and Braetnp"Nadommendatlen availebq hom Trwa Plata Inalltub, 699 010n0ltia DrIYa, .NadIpAM WI 117718 „■,Ir ' AAOA1edtrettriela, InC. ONI 3318MONI NhMi----Nzo;ti•—000z 'E(-unr-•-- 06/14/00 09:46 FAX 530 244 3329 MOSS LUMBER TRUSS Ch1co 16005 NO --679 _ P. 1 Tab - moealumbr, '2.0-0 .city �P PLATES CRIP. 26 ?601393 S.CO677J M422. Aa . M20 220/195 TCDL 7.0• LuMP11-'F.Increase' 1,16 tepwgvo; vAaouu., -.,-..*., o...., .... ,,•,,. , - ----.. - - -- ---. - - �"�� k:- T2s' 14,"1' • 19 -Mr a3�a 'ftp 1t 1305 T ksa2a 1 • 1299- " 2�G0 .. see !2.13. ti Z�13 X3.1 a , 8.8-2 --3-9-2 3A•2 9•s-2 4.0-0 2.0.0 ' 7HIS R8Ri4 WIS-TO WCR�E.'THi"idD . T010 POO, ATTACW 172' CdX PlYV110oq tiV$SQ1S'Tt] P�q� PAD --. IiIND "OOMMON : WIR9N41.L6(OA'48'.WIElX8:0'.(9 S?Z_AC�bAT'a'bC.W11�1�UtQ AMOUNT 4F,t�lLS PES PAC> CF :. MEM0El4 SHr�.aRCI�-*3x4 ' 6. x4 NOTE:1i>rd2•'THICK EXP.' 32Ad,vPAN RATED 0.5.8. MAY. . SUgST1?UTED FOR OOD. '2.0-0 C51 3X411. PLATES CRIP. TCU. 16.0 Plates'lnoreaea. . 1,15- !3 3%a� 3X10 ,:. 1 4.. M20 220/195 TCDL 7.0• LuMP11-'F.Increase' 1,16 EIC 0.67 1/ert(TLj. ':.,0 74 17-18.';o556 1.7 8 5X5 6.W:1 T. 1 dLI 6X9 . 1:8 . } (Metric) 1 sI_LC LL Min Vden x'360 •. � ..., 1 4-11 �1 '-3X$� 1 S A2 1 M 1 SX8 •1..8x4 I' : 4.00 .12' ` 39511 3X4 _ :8x10/ 1..5x411 4X12`N �fl:\\' . .. ,g 1 � 11.7-12 t9 -t}0 . �• 25-7-9 • '' F .�-I 88.09, l 94A.01� ' t-6.19 7.10.4 7-10.4 8-1-a 6.1.8 ' •2.8•i1 . �cfsils OC`�; m•1•i3S0-D.yC2_2'_ LOAQINO .(POq ' GPACINO '2.0-0 C51 06PL jun) ' jloo) Will PLATES CRIP. TCU. 16.0 Plates'lnoreaea. . 1,15- TC 0.48 Vert(LL)' x.3717.18 >999 M20 220/195 TCDL 7.0• LuMP11-'F.Increase' 1,16 EIC 0.67 1/ert(TLj. ':.,0 74 17-18.';o556 BCLL 0.0 � . Rep Stress Incr .' " YES ' we 0.83 HorgM) . 0.61 ' 21 • rVa (SCOL 7.0. 'Code 'UB,GANSI95 (Metric) 1 sI_LC LL Min Vden x'360 Weigh: 231 Ib LUMBER' :19RAOING TOP CHORD X 4 D�:IQo 1 &elf TOP CHORD' 8healhad or 9-0.10 on center purun gpecrng. .-WT CHORD 2 X4:DF N AStr•C . BOT CHORD . F� gld celllne direbtry spilled ar'10 0 0 on center braeln8• WF -99 2 X 4.DF'StWdlStd-G3-Eiooep)• 'OTHERS a -X 4 D Stud/et4:3; . WEPGH. Left;2 X 4.DF No.18Btr R'EACTION'S (Ib/s1L0) 2i-11'81/0J-8,20!oOIO.3-8.21ai278/D44 FORCl39 (Ib) - Fret LAad Ca6®Any TOP % CRD 1--2=Tt, 2.34407, 3.4■•2d65r 4.6=•9696, G6�,29?+7,,®a�2es4 7 6d-3297, 5 =3408, 9.1D=2ti34,10.11=748, ' 11-12=7134,12.13:40' 60TLi-tORD• 2-19=25@7,19-18xi729,.17-18=3353.16-17-2974,'14.18=29,00,:1416=939,12-14-•892 WEBS 3196,1001d•1®=1183; 4.1e=147.,'Q�18�56.517� 6A5,.8�17�?�01, 7-17--�05, 7-18W63, B 16y167; 0�1s�79 9.19 :603, 1DAD-Z 94; 2.20 ,'12•11�. 14 1=-1279, 11.16= 171, 14:1q=2111 NOTOS'_ 1:) Tate'Eves ft84 been ch4CWd.for tintsi1at10M gading'r�Ondlgene- • '2)'M ptetes;rrre Mzo"pjatea dgieee'attleirMeeinc6oafea. • . 3):This t(tres trgs been delsigAbtl fol a 10,q pct tanttom chord Ilya losd nonconamvnt With any other IIVe. torida pot Table Na 18-6. a) A plate taUng cedWti6f106�2095 Lias been apple:! for dte Oiwn lumber in'ori*b M: 5) This trues hot' been.deelgned tAM AN31/M 1-1995 cnud& LOAD CASES) .16.16KION WARNING • Vei((y:i(e11gn•paraMeteri•and RgAP NOTES ON TFl7$•AND.RBVRgSB Miff XEYORL•USE. ' .E)Q.*n valld for ute bnq.. With MITA oenriecpiry, (rylq dNelif lY.W eete sad dtlrV* ='*paftere ahpwn, QW Is-fo► rtn &ldMeual ' 0416019i and loadod:vvN9Ally- App!�A 111ty- .eulgn p•nundteUf and prove Ineprpoipuen o1. oompohenl I{:.r42001multy 0f kufldlne Qoslprior:nept;truee deefQpep•graeln0.tafftivm,W for latefil jgp"ort Of tndMduit' wol+ rhunbafs trrdy- 4dtNie41:rempOwfyeriefn� mpudrb.6lebldtS� JrillSfQ commit uetlnn Igthe ra44rlstbilrfy:, dM aroemr. Addiifdrfel petrhenenl braohfp Qi thi.oraarl;tnranua Is•rhu feipbnalbplq blYha WiuCInQ tlpetOffar. Ror pnnerel',pWdenpN iaperdlno leNdonUen; vri411ty'degtroli aterappi 3bllvdry; stiction., Rnd braCft jh cot" CR9tl olfanty 1909erd, Dsp• es Bnlclne 6peolffoad,Y1 a"', ded'NI8Tlandltnp hu"atlah nid 1fma1p# pa*4"iAdwmwkn aveaagb Ilan TN.= Pinto koduite,1192,0"onopw Oruro, Yeefece�;w1 wilt Aftek (hduiiff!feS, Ift, JUN 1 4 209T.' ROPESSIp..: CpON6gI Np QA991.$: :7k .Euildylp eCm enenatq 06/14/00 09:47 FAX 530 244 3329 MOSS LUMBER TRUSS Chico 1?1 006 Joh ruts Trues Tips Qt)r PlyIWR 83779473! M422 • A6: SCISSORS ' 1 1 'S -1,0677.9U mote lumber.".RED t8.0A 86 A1-22 ! rah 4a MA MITA Induftirlaw Inn. UAn -han 401 4-2-,'l ,•2 '3.9.8 0.0.5' 143;1 _ 1Ti.6-o , ' 23.7 ,' se:1D•9 ao6�i 34.2.7 39A-0G�o ,moi ' I +�--t-- --T _"— r•- 2,0-0 3.0-8 5.2-13 5.2.13 6r2-13 3.8.2 3-0r2 9.84. 3$•2 4 9-9 .2-0-0 / (a 0.00 12 3xd-:r, -'I e 3xd� M_ 12.' X13;: 01V\, 3xd II 3cOd5 3 11.1 12 10 8;�_I 26.74 31A0 St3 05 59 0 0 9-6-15 973.Ji 7.10 4 7:-10'A . 6.1.8 61-0, . 4.3.4 2711-1.1 LOADINt9 (Pao SPACINO'. 2-0-0 CSI Dfrt!L (In) .(lob) I/den -PLATES GRIP TCLL 18.0 Pletes'Incre6iiii• 1.25 TC 0.76 Ven(LL) •0;28 17. ►999 M20 .220/185 TCOL 10.0 Lumber Itiorease' 1.25 60 oleo . Vert(T. .-0.59 17-19 >e64. • 9CLL ' 0.0 Rep 6lreae Incr YES WB 0,85 • Horz(TL) 0,5'4 21 n/s BCOL . 7,0 Coda. . UBC/ANSI93 1sf LD.LL Mtn UdeO 360 Weight; 232 -lb LUMBER BRACING - Top CHORD 2-X 4 OF No,t plB r -f3 -TOP CHORD Shoe thod 6r2-1.0.13 in-conter purl'in' apaoing, BOT CHORD 2 X 4 DF No.13B1r:.G BOT CHORD Rlgld:oelfin'g dfreotiy'epplied or 10.00 on centet brebing, Exo:pl: WE69. 2X4.DF:9lud/sld-c3 6-04nreenterbroclno:2.19„ OTHERS 2 X 4 OF S1udtSid,C1 . WEBS 2 Rohm At 113 pie 4'19 REACTIONS. (lb/slze) 20■1353/0-34, 21=1328/0.3.0 'FORCES :Qb) - Flrsl Load Oaee Only TOP CHORD 1•2.22; 2.3%36'4, 34--490,A-6-2978, 6�e■-2611, 6-7=-281'1; 7•B■=3170., 0-8 9-10=•2813, 10.11■.1015, 11-12=1002, 12-13.22 BOT CHORD 11i—ii, 18;-19■2557, 17.10■288Z; 18=t7i-2844, 16-19.2763; 1d-1it�e13, 12.14■=934 ' WEBS 3-1g�-211,.4 1o■�3454, 4=18-749, 5.10■ -69; 517■•274, 8.17■2104,.7-17=-3oi; 7.18■249,11:.15■-176, 8-18=310, 9.15:-582, 10-15-1667, 2-20r-431, 19.2D■ -1421, 12.21=0, 1d•21■,1326,'.11-1.4■•.111, 10-1d==2390 NOTES 1.)"The3 Irtiee has been chepked for unbalances loading ootidillone, 2) All plates are M20 plate►] unless dtherwlae Indicated, ' 3) This truae has been deslghed fare 10,0:pef botom tchord live laid honcohourrenl with any. other, Ilw loads pet"Table No, 16.9, UBC -94, . I 4) A ptald filling rfiduotlon of 2096 hat bean applied for thq green lum4er members, 5) Th(a truss hes been designed whh ANSVTPI 1-1995 criteria.. . LOAD CAG E(8) Standard, SUN. 1 3.2000 WAPN1NG - Va. lfy deaign paratnrtcra and READ NOTES ON TMS r1ND RRV5RSP, SIDE BEFORE USE Re Sign VSIId lot u8e Only With. Mrrek connowors. Thle deSlgn is basad only upon Parameters aneWn,-and to for an eldryto" building component to be installed end loaded-vertleally. ApprIeabllny at deafgn' paraeiatars-end 'pfopef triaorp.4failan or Component ie reeptina(bilily'of•blilldind dealoar : nal truce de ftmd.e. W064 Mown Is let lateral aupparl ollndNkual •. wee.membor� i*..Addll"1 bemponfy 1110119 to inauro alablify during mnelrudllaq h the resplintgetihy:gt lee'eraotei. ' •dmnonai permanent br.alna of tproyerAil afNatuh'1• the res"bglly of Iho btrddinp dagpner. For general•gujdanai fogertjing febrlvill9n, quallly 9anlrot, NwVi, dallvery, vr•otlanr andbraatng, nansult QBT-ell byallty 8teYMl&rd4 I9e11- ae era9ing 60a91flaall6n, end Mle-et Mendling lhatillellor, and Prooing pe9ornpiendillon avgllabla born Truss Plats Institute, 493 010nofde Drive, Medlaon, Nn•ej719 MTC ifldUSMQ3, Inc.. IZ/£I d—•IZWONi 5.31di HNl N311W—Wd•65:£ —000Z 06/14/00 09:48 FAX 530 244 3329 M422 moss Aa I SCISSORS MOSS LUMBER TRUSS Chico INV 11 h Md ..MITak Indusirlar., Ifsic. Jun -j -9040 11-2-13 .14110-14 ajo-jo lI8'.14 0.11-0 3.10-0 3,111-2 3-8-2 34-2 3-.812 4-0-14 4-0-14 4.0-14 4.0-114 3.2- ' 24.0 SX5 0.00 FI -2 An platesare1.60 M20 unless otherwlsoindloatod. 30 3A 1.5x4 IIXT�\ 3X8 0_11-0 64-11.4 6.5.3 f3 6.0 0;0.2. 1-1010 46 11.1 0.2-13 2.11.9 WE613E' Lan; 2.X 4 D No.T& . 8tr REACTIONS (b/SiZO). 19-4914160-3-8,20-10 4 ' 8463 Max Hort l9w-572(load efloo 1)'. 20-572(laid cue 1) 832784741 iL Pegs. FORCES (Ib) - FIrst Load-Caae ON TOP Cl4ORb *-2-411120' 2-3-3M 21 -4 -4068i4 -6w.4043.' 5 .6-1-074,15.7io'198 10.1"1�1327, 11•.1245 BOT CHORD 11-18w2710,17"18m2.". 115-17-0514, 15-15FI035i.14- 11SN11710j12-14al . 063. 11.13a WEBS 2.18-1190, 3.181-102, 4.1 3.117468, $46:0-499, 8-19=1515, 1-1 Oz. -4011, MS&1641. 8- 1 (1-52, 5-14=-513,- gel 4--458, 2.13-3283, 11(Y43w,304, 11-1pe4gb,13.19�'1423,1-20w.1226' NOTES 1) Th)a truss hat been chocked for. unbiIiarto.odipadIng wrIdItIone, 2) Non Slondald bearing dand4 I top. Review riquired. 3) All plates are M20 0ii(es 4) Th(struss has beat) 48ill; nod for a 10-0. POf bottom chard.11va.load tin JUNI 3, 2000 n0wOu4*M Wtth any other ll�m I UBOv:94,. cads. per. Table No, 16-9, S)A, 11106-1`11111119 FedUalloft-of:20% has been applied (or the grain lumber members. 6) Wnt(s) 20. bon ilders parallel to orvini4ile using ANS VrPj 1 anl& I 96 ring a agrain formula, 0UIjdIng-deWgfiqr should, verIfYc4scity,of hearing surface, 7) Trus trUss has bee.h.ddslonod'Will-ANGirrPI 1-199.5 orilairfe, LOAD CASE($) Standard I Q l;/ARjVjVG - Yj*rjvy dmknj)rIr41n,ejdrj (Ind READ:NOTES-ON THIS ANDRE VER$E SID BEFORE, 05E Daalgn V;Ud fjC Use only WIVI MIT611 Connedlaro, "Id (101119MItcased Only, upan:0wAffisIdrS&hOwA, and If [grim IndIft n 'Inslidlod and .106044 vaMedy. Applifthillty OF devlan'P.Rrarngteirs and proper Inoo(P.Orallo of b ' ulldlnd compo Oni to be w oompono.ni 11 rosponatboity Of 94"ding dOGIOnsf web members only. AdOldonicletnporaq •br&oiftg to Irtauts : 10biti.ty 4urlrlu egastructIon 10 the repan,elbluly of:ltlie ereclof. Adc , Rilinal potmonent bracIng of-thWaverali at Ig.1h responsIbIlIty Of thilbUlIdIng deallther, rot qarIa . Y► . gl gurdaro ry 1 L. fadardlod labricAflon, quallty'lo ntral, ffit"599, dvtivft Ofs0hon..&M OnkaIng*, donjUil caT44 QtwIjy. qi"dlip &t , gleI e - Be. ardolhi RPQ�111100itlqrw, and HIP -21 Handling (natillation end 0 rlk�� M R@CaMS Atli a S114b,8 rrom Truax 0 Irz C Plata Inothula, 603 D'OnOtHo GrIV6, Madlich, VVI 53rjq N 'Mitek Industles, Inc.' I Z/Z I d— I M"'ON . . . . .: . [2:D -2-8104U LOADING (psi) TCLL 15.0 Platba InGMR0 1.25 TO 0,53- DEFL (in) (Ioc.Y! Well' PLATES GRIP TCOI. 10.'0 - Lumber In6reas 1.25. BC 4.49 , volt -0.21 18 bm varm 4, 7 J-930 -0,4 1 SA 7 5 1 M20 220/195. BOLL 0;0 BCDL 7,V R�*P.Slrass'lnora Yta Code LIBC/ANSI96 , WS 0.78 (MatrIX) " 0 Horz(TL) '0.00-. - . n)IPI - I at Lz LL-MIn Wall -. 240 V 80 Welghi: 251 lb LUMBER. BRACINQ' TOP CHORD 2 X 4 OF NoA&Siro 6 ORD . TORCHORD-- $he 'thed or 3. ' ORD a .2-9 on center-pudin specing. WEBS 2 X 4 DP'Sfud/�IdsG 50TOHORD RJUI;I cqIIj.hg'dir.ea(Iy applied Of 10,0-0.on 'center bracing, OTHER6 2 X 4 DIF btUd/,Std�a WEBS . 1 Row at.nn(cipt 9-13 - WE613E' Lan; 2.X 4 D No.T& . 8tr REACTIONS (b/SiZO). 19-4914160-3-8,20-10 4 ' 8463 Max Hort l9w-572(load efloo 1)'. 20-572(laid cue 1) 832784741 iL Pegs. FORCES (Ib) - FIrst Load-Caae ON TOP Cl4ORb *-2-411120' 2-3-3M 21 -4 -4068i4 -6w.4043.' 5 .6-1-074,15.7io'198 10.1"1�1327, 11•.1245 BOT CHORD 11-18w2710,17"18m2.". 115-17-0514, 15-15FI035i.14- 11SN11710j12-14al . 063. 11.13a WEBS 2.18-1190, 3.181-102, 4.1 3.117468, $46:0-499, 8-19=1515, 1-1 Oz. -4011, MS&1641. 8- 1 (1-52, 5-14=-513,- gel 4--458, 2.13-3283, 11(Y43w,304, 11-1pe4gb,13.19�'1423,1-20w.1226' NOTES 1) Th)a truss hat been chocked for. unbiIiarto.odipadIng wrIdItIone, 2) Non Slondald bearing dand4 I top. Review riquired. 3) All plates are M20 0ii(es 4) Th(struss has beat) 48ill; nod for a 10-0. POf bottom chard.11va.load tin JUNI 3, 2000 n0wOu4*M Wtth any other ll�m I UBOv:94,. cads. per. Table No, 16-9, S)A, 11106-1`11111119 FedUalloft-of:20% has been applied (or the grain lumber members. 6) Wnt(s) 20. bon ilders parallel to orvini4ile using ANS VrPj 1 anl& I 96 ring a agrain formula, 0UIjdIng-deWgfiqr should, verIfYc4scity,of hearing surface, 7) Trus trUss has bee.h.ddslonod'Will-ANGirrPI 1-199.5 orilairfe, LOAD CASE($) Standard I Q l;/ARjVjVG - Yj*rjvy dmknj)rIr41n,ejdrj (Ind READ:NOTES-ON THIS ANDRE VER$E SID BEFORE, 05E Daalgn V;Ud fjC Use only WIVI MIT611 Connedlaro, "Id (101119MItcased Only, upan:0wAffisIdrS&hOwA, and If [grim IndIft n 'Inslidlod and .106044 vaMedy. Applifthillty OF devlan'P.Rrarngteirs and proper Inoo(P.Orallo of b ' ulldlnd compo Oni to be w oompono.ni 11 rosponatboity Of 94"ding dOGIOnsf web members only. AdOldonicletnporaq •br&oiftg to Irtauts : 10biti.ty 4urlrlu egastructIon 10 the repan,elbluly of:ltlie ereclof. Adc , Rilinal potmonent bracIng of-thWaverali at Ig.1h responsIbIlIty Of thilbUlIdIng deallther, rot qarIa . Y► . gl gurdaro ry 1 L. fadardlod labricAflon, quallty'lo ntral, ffit"599, dvtivft Ofs0hon..&M OnkaIng*, donjUil caT44 QtwIjy. qi"dlip &t , gleI e - Be. ardolhi RPQ�111100itlqrw, and HIP -21 Handling (natillation end 0 rlk�� M R@CaMS Atli a S114b,8 rrom Truax 0 Irz C Plata Inothula, 603 D'OnOtHo GrIV6, Madlich, VVI 53rjq N 'Mitek Industles, Inc.' I Z/Z I d— I M"'ON . . . . .: . 06/14/00 09:48 FAX 530 244 3329 Al •. .. ROOF TRUSS n ar, R DDI GCA 96001• MOSS LUMBER TRUSS I12 r Chico 0008 . �� d•11�b •123.-3 ' •T 1A�7-0 24.64 268.11'_ Y7 .: :0.110: 6.1.1.6' 0,9.13 6.313 3-114 4-2-12- THIS .2.12THIS REPAIR IS TO INCREASE THE TCDL TO.10 P8f'. ' 4yA= '1 r R322S911i LOADING (pso.. SPACING 2-0.0 a781 DEFL: 06)::(lopy Vde(I PLATES OR1P TCLL 18.0 Plates Incroeee 110, TC 0.36 Vert(LL) 0;23 B 8 ?988 M20 32W195 TCDL 7;0 LumbarIncrease• 1.18 SO . 0:64 VeA(TL) . -0.44 .8.9 ;126 .8CLL 0.0 Rep 9(roaa Incr. YEri NVB . 0.04 HargTL) 0SP 7. Wo SCDL. 1.0 • Code UBC/ANS195 tat LCC.` LL Min 1/dell 950 Weight: 167,14 LUMBER .. • • :. '2 13i;A0IN0 .TOp CHORD X 40F No:tQ81r•a: TOIL OHORD Shoalhed.or5 ,110 B on:oenter purlln apaalnp; ®xoapt and verlioale. BOT CHORD 2 X°4.pF No;1r}&r•Q . BOT CHORD• Rigid adltnp dlmotly bpplled or 10.00 on center braoinp. WEBS' 2 X 4,DP 8(ud/9t1l-0'Ermepl• 1.102X4DFrN 1d,Btr-ci WEBS 1 Row tat midpl 3-8, 6-7 o. REACTIONS (lb/%1a6) j9%M1/0�3M, 7-794/0-3.8 FORCES:(Ib) - FIrvt.Load'Oaea:Only - ' TOP.CMORD.:1-211.0, 2:1 012; 3?4■�5oa '4.54.507, 6-8L0,•8.7••92, 1.101i-132 BOT CHORD 9.10.1005, 9-9=787, 7.8933 WEBS 2 -9■ -163, 3.8■294, 3.8=-447,4.8■218, 64.2113, 5-T-720.2-10-1172 .NOTES 1) Thie111vss has been.-o.h ciced lor•ilbbe rid6dloadlnp oandltlons, 2)' All plglris are hix0, p!'afob uitltire olherwlb•Iridfceled. 3j. This trams has bebri dbelgned for a t O.O:pat liottoni ollond IlVe )tied nonccinpornnt wlih any other flya.losdn per Table No. 15,8, UBC -94. ' . .. . 4)-A plops rating rpductlon of 20, has bean: applled for We green lumbar members- s)•�aaring•at Jo)rn(i) t0:ooneiders parallel t0 atln Value ueigp AN81/[PI 1-1896'uiplo 1agrAln larmule, euildlna deslpnar should 'vorl/y oapeclty of.•boarlpy iurfaiii.- e) Thie lfuat Mils be.efl`desipnad with ANtVTPI 1.1893 crlterfa, LOAD CASE(S) Standard J V N 1 3 2000• .. :Qr�QFESSi .. N WARNING • vdr•(j .dr;.lin par.amcrara and•READWOTtz'S dv MIS AND RFVBRSE,4ID6 B6F0RE'USE Q QQ Ibeslpn valid rot uee.oniy wigs mr-r4K obntie5iore,n hte:ooaelpn le naeeq oiuy.upon psrame(eriincwn end li faron Iridlvrqual yy ou1101ng oomponsnt Ib Ds Installed end lodded verddilty. APO,Ideplllty dl.altUpn pararl ufere and proper moor ' Tian of �eomponrirlt•is reepona ohltj! ot.bi(edlnp deelpear - riot Iruee eeelpner. eraalnQ•epawn la-ror IaWnq tuppon ol.lndlvldual ' ' V+eb•memb'en.enry, AaailloneLlmrfpaiey iNaoinglo li+euro etab111tp,dunngeondAltllon le tlfs.rolponel011py'q_l:lna ueoldr. -•• AddlUdrwl permanerli bredJnp of U(a ovoratl ytrvolurs le Ihs'raworulbllltyol lhe.bullcJlnp Oodpnp7. Por {(rnlr!l.pulpenoe `fy`A,9 CIVIL ropar0lnp febrle�tlon,:gVallly odntiol, e/0rage, dellVsry, Yrsrtlon, end brsornly, oonetrit Ct)T.90pYafllY Olsndstd, CtS6.' %" �t . tls.greclna 6pbalflcatlon, and HlM1.1(endltnp lnstaUetion and Besolnlr.Raoomn+endstlon.avalla6de from'Truee f t t1di Plate Institute, 663 D'Onotrlo Drrvs, rytretaon, WI 61y1a ' ' "y3�i w,+•; nesart'� MITek Iildusmes, Inc.. `"':0•NI'.S31d. nONI X.31 -IW` AdIO.:f .-0.00z '8l u..nr. 06/14/00 09:49 FAX 530 244 3329 MOSS LUMBER TRUSS Chico a009 Jo b Truss a M422 A1Q : ii00F TRUSS : �J. R 278469 S 106779, EDMN07CXM01 - - ;2•a-0 88.11 .12=i•13. 1a.,o o zz.a4 z -o:o Scale = .1;89.4 '2.6.0 6-3.11 6:2.9 0.2.3 3.11.4 4.2-IZ ' 3X4 6.00 fT 1 '18.18. x4 2. 1 1 1 2Q 21 3 3x4' ?5 4 . 8 2 3 '. . obI - 4645 44 4142 4140 39 38 37 38.35 34.32 1130-29 28 228 : 30 j ' 3X4= .3x4= 3X4 P-1-0 1B-10 0 27-0-0 LOADING (aa0 5PAGINO 2=0.0 Call:DEPL Qn) (lqo) . Vdetl PLATE8 .GRIP. TOLL 6;. • platen Incrami1q. .1.23 TC 0.28 Vert L 220/1 95 TCOL 1b,0 Lun160rinoteaae•. 1�6' BC 0,11 VoA.�T 0,08 1-1 14117 ' Al2b. BCLL 0.0' Rep sheatllnor YES . WB 0.08.. Hort . p;00 Na BCDL 7,C Code UBC/AN918S (MatrllQ tat LL 'Min Uden': 3t30We1gM: 231 Ib LUM81?R .CIN© :. T0P OHORD 2 X 4,DP'Noilair-0 TOT 'CHOgb' Sheathed 8.0.0 oraoanterpurlln apaoinp,:exoept and venloals. BOT QHOF3D 2 X'4;00 Nb,13Btr-0 SOT.OHOAD:' RI'Id oeiling directly .6%Jed-or 6<0.0'on oenter.braolnp. Ws<B3 1:X 4'DF 8tu6.G WEBS 1 Row at'mldpt 17.34, 16.33, 171.32,.20:31 OTHERS. '2'X 4 DF -SIL" SLIDER. Left'2 X 4 DP No.1Qt0ir 1.0.8 ' REACTION5-ob/alze) 2*211727 00, 33■'7/27+0.0'26■.4'4/27.0-0; 34■89/27-0-0 36�88/R�-0-0, 3t3■88/27=0 0; 31.68727,0.0 9g■88/27 0.0; J8•Be/x7.0.0,'40=88127-0-0, 41°88/2,7.0-0; 42■8''An7.0=& 43!90/27.0.0, 44■78/47, 45.131/;7.0.0;'48 -26/27-0�0, 32■89/27-b38 31.68/27.0.0' ' Max:Horz 2■4Qoad.ogsa 4), 2tS-A(loa� base•4) 'Max UppU114";26(load'ogbo l) Max G.av 33-- lfl(�ogd cane 2 26646 IIoedd case 4); 34=3 nod cape 1 , 35=90(loed ceea 3),.38fl8B(lGad case 3), 37-88 load case, 1),.JB■88(Jo ad cape 1), 39=88(losil quite 3; 40=88�1oad ges,9 1' 41x88 Gad oase.l ; 42.88 load aase 3 ; 43.90 load cosec 1 ; 49 78(load cane , 46=131 load case 1), 4d=91Qcad caw 2), 32.09(topd case t , 31=80 bed case 4� FOACES(Ib). • First Load culla Only TOP CHORD 1=2647, 2=3mi•79 34!;33 4.6i2 I., 6.6■=19;.6.7■14, 7.8i,-17; 8.9.14, 8.10!14 10=11■14,.11.12+14; 12-13=14., 13?1451'4.,14*4ti•14 16;�8!+14;18.17l14; 17.186.19, 18.198.1.9, 18.20'■ -1], I20.21!�1.], 21.22p•18, 22-23=-18, 2�•24r•29 24.26■.1'd; 24=2,8■•27. BOT OHOAb 1-4880, 9fr48■0, 44.46■0, 43.44,60; 42. 93.0,:41`=42■0; 40.41.0, 1 040,.38-39?0' 37.38-0, 38 7=0,.35-3886 34.36.0 33�'4■0, 02.130; 31r32■Q ;80.3.1■Oi 28.300, 2$-2tiP• '2' -28#-0;26;27.0%: �WE9S 12626■•1d, 1T•34■ -73,18-36 88:13. 6■•68; 143]+•g8 13-3BT= `12 39=-89 11,40■=89 1A=41-69, . 1142::68, ]-43■-70, 6=44••66; 8•,45-68, 4=4e= -1d,'10 3��-78; 20�3��•68; 2134■•68; 2Z•2�:�46, 23-38p 8:1, . 2(•27�-14 1 ' 7hllaruee' her+'baen chid for unbelanoed'b�Ad�lnG' oenditlona. 2 All plates are 120:pplatea unl8tsg;olhSi"as Indldtded, 9 All �pplsilea pie 1;tS1vQ:M20 urilase olhernneai Indloeted: 4 ( Is requires,t:9ollituotie:bottnm.ahoid bearing. aeblei.atudi ppagpd'at• 1'-1.0 oii•emnter.. This Iruarr'hai:6esnd+ilQnsd (ora 1.04 pet b'ottorri.cjltud IJva load nagconcurrunt with any other Ilvfi Ioddf: per Table No. JUN .f 3 .2000.. 19-b; UBC•B4: A plate.nllnd.roducilon of 2091r has b Bn•appllad for the'8rean lumber membara, 8).f°fovlde meonnaaNceFcoririeiclian'(by 6lhers) of Ifusa to'boodnp plata capable of Mthstanding 24 Ib i,plttf of Jalnt 46, 9 Thle Iruae hoe bean deelpned Hilth ANt3 P1.1.1996.orlterla, ' LOAD C"Ef(8) Glarrdard 0 y� WA/%N1NG - V.er1J1i do4gn paronriterr•,rnd READ NOTES ON. THIS AND t��V�RSB�SID$ "BEFORE USE Dislan'velld lot ueo' vnQi it ' 9.919' ,enb M Sk f Meotdr4.Thl■ design le bend eny•upon'�(alatnete/a thetl!rl, end 14 lar an Indh iluar ,3 eulldlntl component to be iriswAd ott loaded viitldenk; App.06"Ittly 6f adelpn peretnefari'and proper lgoorporatlon of comcanent li rasponelblflty of building dealanor -.Kai ltuaa dgelgner, arealn� ghown Ip ler literal aupperl or Individual .w6D•mttmbere bury; Adpltienel.(gmp'praryt biaclrjg to:lnptnv;elablptltcuring oonatructiett Is Will ri onsitifl rtYf4w araow, kdditlpnal pdnndnOt bracing oJ.the .ovirelr etiudtufr ia�lhe reeponubmy:pf Ste btdliBng darignaa For pa►iergJ tnddeece rr; ragOding labile ion, ouan Sontrial, Store e, dilivi :GF Cf�t. §I .. �! 9 Yy, awollon, trod bnaingilaoneult AttT-aa Ow1MY'ONnq}rq; pgq, . _ _ es aeaelgq 9peUtlddlbh,•andNendhnp tbSlelliltQri trrtd Bracing RSdammct>daugn av■Ilahle Irom Trder. alete. tA4ututa, sea O1Onaide, brhe,vadivai n; Wt 6s11g ' :Affek In�tisltriflts, Ir1c.. I l/4 l d' -'l Ziiti''oN '.DN I S31 a.tHON•I X31 I rV -Wd0O : ti -koz ' E i • un r 06/14/•00 09:50 FAX 530 244 3329 MOSS LUMBER TRUSS Chico Q010 Job ' ruse rpaa Ype " •1 q.O.0 MkkK M422 :. a$ :: • ° ' OATHEDILAL . � � � , � ,. 832764191 • '. SC 1.06779K mOeli hlr6ber, R CDWG, Wsw , '�. • .. fae 16 999 w w etl wa ww w .6t. �w .�w. • : .. LOADINO (psi) &PACING 3-0.'0 .A I LVVV. rage 7 1. • •2-0-0 •1 q.O.0 9 9-0 13 2.12 '.T B-0 } 19-m 2.0-0 4-34A-0-12. A 8-14 4-3-4 2-0-0 Lumber 16creaite 1,28 BC 0,36 4x9'11. 9CLL 01,0 R4.6'trees Incr NO W9• 0,58 HorX(TL) : o:08 12 - Ne . . � 1.t3z,4II 1,t3n4II. tat LC LL Min V44 -m 360 W91ght:11R Ib 34a � YdP CHORD: Sheathed o034.0 ori cenler punin spicing; BOT CHORD •2.X 4 PF No,16131r•0 BOT CHORD RIgId celling directly applied or 10.0.0 on cent at Dracing, 3x4 OTHE136 2 X.4 OF §tudM4-.G Axe 1,5411 '. FDRCG9.(lb) - Plrat Loed Case Only 3x4 .TOP:CHORD 1.2i-34, 24-*-1478,•3-4m-- -BOT CHORD 2.16=1330, 15-18=1443,14+16.1443;12.101330 WEBS 4'-18■=856, 4-13.463, 7.15.1423; 10.i3-483,10.14=658 1 G . $x4 3 11. 3) cable studs spaced at 1-4-0'ort center. 96 II 5X8= N .u®C-94. � 1.tixa II 12 c4 1 4xA = 1.5x4 11 4 1.13X4 I I : 1,E1t4 I I 14 1.6x4 11 4x8 a• 13 5x9.= 9.00: 1 t . Bxs_ 1.5X411 46-0 B•8-0 •. 12.1.0 4r5_04. LOADINO (psi) &PACING 3-0.'0 Cal OEFL ' • Qn). 'Qod) .. Vdell 'PLAT69 GRIP TOLL ' . 18,0 Plates 100resse 1.25 TO 0,31 Van(LL)' .'.-0.OS 14-19 P999 ' ' M20 220/180 TOOL , . 10,0 Lumber 16creaite 1,28 BC 0,36 Vert(TL)' . -0,11 14=1E . 90 9CLL 01,0 R4.6'trees Incr NO W9• 0,58 HorX(TL) : o:08 12 - Ne BCQL 7.0 Code UBC/A1, 8196 tat LC LL Min V44 -m 360 W91ght:11R Ib t,uirterr(c .: .. Top CHORD 2 X'4 DP. No;1d61r-O YdP CHORD: Sheathed o034.0 ori cenler punin spicing; BOT CHORD •2.X 4 PF No,16131r•0 BOT CHORD RIgId celling directly applied or 10.0.0 on cent at Dracing, WEBS.. 2 X.4 DF:9tud/8td11' OTHE136 2 X.4 OF §tudM4-.G REACTIONS 01 /also) 2■.1019/0.3.8, 12■1018/"-a , FDRCG9.(lb) - Plrat Loed Case Only .TOP:CHORD 1.2i-34, 24-*-1478,•3-4m-- -BOT CHORD 2.16=1330, 15-18=1443,14+16.1443;12.101330 WEBS 4'-18■=856, 4-13.463, 7.15.1423; 10.i3-483,10.14=658 NOTB@ 1):Thia'truria his, bien-oheoksd.fcr'unbalanced IDeding oohdltlons, 2) All;pl■tlri ale M20 platen unleeti:gthgrwlee Inalorited. 3) cable studs spaced at 1-4-0'ort center. _ 4)Th(d truAa hea.beri i designed fora 90.0 psf bottom charo'llve load noncbnoureiint,with any r thsr Ito loads per Table Nc..16•B, .u®C-94. s),A plefe raling.redudllori of 20 ' hAa been uppiled•for the.groon lumbir members, 6) Thle-trusa•has baen designed 1r Ih AN9Vr 11-10.05 crttarIx. LEAD CASE(S).13fendird J U -N 1 3 2000 WA Ytri: •feel n arent-are ® t"Y. B P. autd RBA U. NQTBS ON TMIS AND. RI;VBRNg. SJDIE BEFORE. 000lan villd'Jor use only wnh MITekeonniotors Thla,tlealpn la:ba■ed.olNyupon pergptetera•ahowq; end le•.for an lndlvldu■I • NO.- �9 bulldlnc•comprutinf Ic'be IRQi(1s0 turd loaded'venlcelly,-�ppticeofnty o(diflgn parimatatti ■ntl'ptoyoorporetlon'cl.. camponenlia reeponalbltlty of bylhtlnp dialynsr - n01 Iruee Ciilprtp►. Brjelnp' ihown 4 fpr lateralsuppott of Indlvtdyil wen' membsmonty. Addldonal.temporiry•prBain p.to Insure el 6, dilly■■ebinly dunnp dpnslrWffoe'Is jhp rtiaponglhlljty ofins �tpator. , Addillond pemlerfenl•bracinp;or�tha r (WI attudtura is thi• fstPoinIp lly of thi 4ullrpng di9(dnpr, Dor gp0erid.gyl0enos ' �%�; .: Zt(ti�• repardlna(aWlc Ion;'4udIICy'pgnlro6`emrapIpn an brRclnC, ROnrun oat-N'Auatt alaniWd,.pSd.. ` .Qj' C+jyG1Q,y GO.0raclnp 9paolftoYtlen(.ied HIS 41 Nend lva I lallsl on std Brtolnd Rpepmlaaedstlaa bvs11eb1i Ifdm ttutr4 1 Piste Inelliute, bei D�Onol,to Odra, hUdlion, WI ee71e ''d"IZt 0N 'GNI 8318AHNI X3-11V=*Nd89:E --0007 •Fl Unr'—`T 06/14/00 09.:50 FAX 530 244 3329 MOSS LUMBER TRUSS Chico la011 --- -- - --- ; -• — -: -- - __ - __. .. , ___ .. -.. _.�...,... , ., ...,, a,w.ce 4uw rage •t 1 -2.0.0 4.34 f 0194 I 13.2.12 I1141.0- ta•aio $Cale = 145,1 . 2.0.0. 4.9-4 4.6.12 .4.5.•12 444 2-0.0 4x4= a6 6x5^ '8-,00 rly . bx5= 1. 4.6-0 i 8-94 I 13.1.0 I 17 6 0 44.0 4-4 0 44-0 LOADING (pap • TOLL 18. pe. Lay y "ufknm PlATE5 GRIP M422 B CATHEDRALR32.7947T 2 1 SC 1.067.79 J --- -- - --- ; -• — -: -- - __ - __. .. , ___ .. -.. _.�...,... , ., ...,, a,w.ce 4uw rage •t 1 -2.0.0 4.34 f 0194 I 13.2.12 I1141.0- ta•aio $Cale = 145,1 . 2.0.0. 4.9-4 4.6.12 .4.5.•12 444 2-0.0 4x4= a6 6x5^ '8-,00 rly . bx5= 1. 4.6-0 i 8-94 I 13.1.0 I 17 6 0 44.0 4-4 0 44-0 LOADING (pap • TOLL 18. SPAOINd 2-a0 Plalea Inoreeeo 1.26 081 TO 0,18 DEFL (Ini (loci VdaA PlATE5 GRIP TCDL 10.0 Lumber Increase 1.26. 8C 0.21 Vert L .0.0 B 1.998 Vert(Tl�j ".A,oB &9 *999 M20 220/189 BOLL 010 Rep stress Inor ' YES' Wtd q 27 Morz(TL) 0.0S B R/A BCOL T.0 Code UBC/ANS126 let LCC LL Min urian ■:360 Wal Kt., 78 Ib LUMBER BRAVING TCP CHORD 2 X 4 OF No:1681r.a TOP CHORD 8h"thed or.5,9 4 on center purllft epgoing. SOT CHORD 2 X 4.DF No.iGBir-O WEBS BOT CHORD Rigld oelling dlreolly eppllad or'10-0-0 an center bracing. 2 X 4 OF 81ud•a REACTIONS (Ib/alze) 2=379fo— . 8-878/0-3-8 PORCEB.(Ib) • PUst Load Ouse Only. 'top CHORD 1.2■23 2.3=-1727, 3 -4m -1224,:4.3R-1224, 6 -8* -827, 6.723 ' SOT CHORD' 6=8x682, B -$x820 ' WEBS 3.10.4 d, 3-9.295, a9=a82, 6-9-208, 3.8■ -339 NOTIM 1 Thle base has been checked for unbalanced IcRdlnp conditions. 2 All plates R4M20.plelea unless otherwltie Indlcaled, 3 Thia truss has been.deeigghad for. a.10.0.pef botlom'chard live loadnoncondureenl Wlth any other Ilva lauds per Table No. 18-8, UBC -94. 4 A plate ratlitp r9ducllaq,of 2044 ha: bot�it applied for the green lumber members. 9 This truss hes been designed vAlh'ANSVTPI 1-1995 oritedet, LOAD CASE(8) Standard 1 ,® WARNING - Vdr6 design parameters and RF;AD IY01.ZY ON THIS AND REV, RSE'SIDE B4 PMRE USE oaaipn v,lld rdr us: only with MIrIk eonnsolere. Thio design is basad only upon paltunetprs shown; and Is for an ln*murd bu1161n9 OnWnonl to -be Installed and loaded vertically. Applicability of deelpn.paramsten and proper.kwarporadon of componenl.ia maponslbllhy of bullding.dgilgnar -•not trues doelpnsr, orwng shown 10 for Is' -rat euoport or IndMdual web mernbora only, Addldonel temporary braclhg to Insure rrlebinry duttng gonetfuotlon left raeponsIbIliry, pf the erector, era yy AO011lonal permensht brA&ing of the overall etruoturd b the rdapOAtlbaily e11116 bvildfnd designer. "For gaeeraf gpidanoe regarding lebrlopeen, qualhy noitlrol, ItoAge' dillvery, ervo11on, and braolnir, eqn ult-W-01 Quallty 6tediraN, Dep- es Bracing Speefabetron, a!rd N15 91 Handling I119tellallon and Bracing Racomrtiendtdlon ttvdlebte from 1Yv„ ,� _ � plats Inetlluls, 003 D'0not►fe drive, Madison. WI 69719 %u,®k IlipuJrrQlt Os, Inc. T'H/01,'d—lZWON ONI S3181SHNl N31•IW Wd89:E `0002 JUN 1 3 2000 8 1 1 U n r 06/14/.00 09:51 FAX 530 244 3329 MOSS LUMBER TRUSS Chico Q012 Job ruse ruga Iwo— wo pty w 0. bpPL (in). (loo) lldetl M422 M422 :.So LOADING (psQ . ' TCLL 1.6.0 FI01N19 2 1.,. R3276478 ' O,9T Vert(LL) 0:15. 8•e y889 yerltTy: •0.90 84 s886 M20 220/195 6CLL • 0.0 Rep Stress Inor _ ry' A SV moss lumbo r, l.'0 I ,CA 1 wn�a_c_ 1 06!f/' ! 9P - , - • -- .- .__- ••. ,...r..w„rq., nrv. man.uun 14 1124:93 2000 Page I- .2-0-0. 4-11.8 4x711 1.11, 8 6x8 = 43(911 1000= 4x811 4x$= f5x9 .12 4 j7;8.0.-. Plate VERENG 0 -0-4 0.0.C. aAAGINO Plates-lnorease 2-0-0 1,28 -1-1151,1`4114,0-04-'044 CSI TO ' 0.84' 0. bpPL (in). (loo) lldetl j• -2:0 0-8-0 _Q8 0). PLAT" GRIP -- -- LOADING (psQ . ' TCLL 1.6.0 TCDI 10,0. dumber Int rases 1,25 BC. ' O,9T Vert(LL) 0:15. 8•e y889 yerltTy: •0.90 84 s886 M20 220/195 6CLL • 0.0 Rep Stress Inor _ No WB 0.98. Horz(TLj . 0.07 is Na BCDL 7.0 • Code UBO/ANSIB6 . 1st LC.LGMIn Udeft w 360 1AIeIgh1:.902 lb. - - TO X 4 bF NG;1681r-O SRACINQ STOP QHORO Sheathed or 1.8.10'on center purlln.epaoing, BOT CHORD 2 X 8, DI' tiB�O . � BOT CHORD Rigid 9e111ng directly applled'or 10-0.0 on center bracing. WEBS 2.X.4 DF ®Iud/Std,0 !Exoepl" . 44 2 X 4'gF.No,ldBlr-0 . WEDGE Left: 2 X 4 DF 81ud/191d, Righle2 X4.DF stud/std REAOTIONS pb/s) 2=5075/0.6.7 (Input: 0;3.;6), 8■4883/0.5-5 (Input': 0,3-8) PORCE3 (Ib - Flrat Load Cape.Oply . TOP CHORD '1-2■26; 2-3�=6113; 34-4806, 4 -0■ -5805, 5,p••8113 ' BOT CHORD 2.97282; 8-87282, 7-e-7282, e-717282. . . WE89 3-8=2268, 478a,1816, 6-.7■2256,-3.8••2a73, 5-81.2873 NOTES 1) Thla truse.ho4 bean oheoked for u66ilanosd loading conditions, 2) An requeste.d, plates have not baen designed to provlde1'or plaooment loleranc8s oi•rough handling and ereollon conditions: h is the roaponeibillly of the fabrlomto� to Increaes.plile sizes to account ror,lhass (actors, 8) All,.plates are hQ0 plates unless otherwise Indicated. a) Usp=94, Thli use has been dealgpad fore 10.0 pef bdltom chord live load nonoonourrent with ariy6 cther Ilya loads per Table No, 10., GHp 3) A piale.reUng reduollon of 20%' hme,,bean applled'for the preen lumber MamEarir- ' 8) WARNING: Required bearing size at lolni(s)12, 4.grleator then Input bemring ilia: ?)'.Thin truss has bebn dosigned with AN6VTPI 1:1883 cfllerfe, LOAD CASlaBj. 916nderd 1)Regyler:.Lumberlhlxeaae�t.25,•Rlate'Inoreasa■1,25 '• Uniform Lgade (plc' - Vert: 2.8 524.8, 8fay-624.8, 7-11-420; a7=-624.8,1.2••92.0, 2.3-52,0; 3A-82:0,4-5-52.0,54-52,0 JUN 1:320.00 WARNING Vary Bdsfgn parrtrtrtrs!ra µnd'READ.IVOTBS ON TRIS 4ND REVEjt$k SIDE BEFORE USE oaalBn read Idr ufP only WItrPMr•1`ik ddnaeotore, ihle diiign le baeed'onlyupon parsmefara ehbWn; And 16 rorpnb,dlvldual 19 ' building aomponanl io•bp i@nhllgd and loaded vereosuy: Applldeblllly of dasliln pslanlelela•Ane properlltoorporatlon al ' component b reapopelb1111y,' of:bunging 00elpner=1101 trues eeelpnar. eradtt,p ahexrn le.for,laleral syppprl'at lndrylmul web memberaoaly: Adaaa11gl'lemporery breoing m,nsil►e'itA011ity durinp.00Mlruollan Ii 1he moinsinity o1'the'er"or. 1y Addlllonel pegAanerit bnelns.ol nip ovorad akuatrn. Ia tiro raeb9netb8lty of the building deelp'nar; Ndr ginafiil plddanc6 'Nil \� regarding labrlp�bn, aWU11V'oonlrol, aloreysi dBUVary, efa0tlon, {11d 4radmp, (lonau1109i-ee GYillly dlangard, neB• . e0 aracing epaoingatlon, ane Nt6.91 Nandi1mg Inalpllauen and 9raaing ReCantmindalfon eveaebla from T►lraa " �r C, A!' 1C� � Plate Inetllura; sea O'Onarna Orlve, Ya4iagn, WI 40119 "-. ".l* tik IllidusWilSr Inc. IZ/9t'• 'd. IMtON' SNI 531818f10.N1 Y311W_--tWd10,t '"0001. '6 ung 06/14/00 09:51 FAX 530 244 3329 MOSS LUMBER TRUSS -, Chico Q013 .24.0 6.3-4_ . 12.0.0 1j 12 24.0:0. 2a0-o$Ca1e = 1:58,6 z OAF 8 9.4 6•&1h 6.8-12 I 63.4 I 0 3x,4 %.F^Z- MV W vV Vv V*T .V- wt V 1 YV LV 3x4 =. fri LOADING '(pa0 TCLL 18.0 TCDL . 10.0 BOLL 0.0 BCDL 7,0 SPACING 2-40' Platea ricreaaa 4,26 Lumbgqr increase 1.25 Rep Sir tie Inco. YES Code, U9C/ANSIOG CSI 'TC 0,19 BC 0,09" . • WB O,Q4 tvalr(j DEFt- Cn) (loo) Vddn Vert(LL) n/a = n/8 Vert((TTL :0,03 1-2 0-764 Hoar -0.00 . ala lst.LC 44 Min Udell 0- 380 PLATES 'GRIP NO 220H95 Wsli;K 142 Ib LUMBAR TOP GHORD' 2 X.4 DF No,l&BtrdQ BOT CHORD 2 X.4 DF No.1681r-G OTHERS 2'X 4. -DF Stud;G BRACINd TOP CHORD'. Sheathed of 6.0.0 on center Pullin sppacing: BOT CHORD Rigid calling directly applled or 0•0- on renter bracing. RCACTIONS (lb/size) 2-25!V24-0.0 21m6t*2410.0, 20-255/24-0.0 31089/24-0.0 32P85124-0-0.33-88/24-0.0 34■89/24.0-0, 36■80/24.0.•0, 3 81/24-0.0, 37■118/24-0-0, 38-1/Z4.0 0;.130=66n44-0, 29-'88/14=0.0, I18ze8/24.0=0, !686/24-00, 5=90124.0.0, f14■81/24.0.0, 23-118/24-0=0 Max Hort 2Q1a(Ibad 0064 1 , 20--14 to d aae 1) Maa�Gtav27�1(g1I load'ca><ee 20925 ppoo easel , 31■88(load.caee 1 ; 3288 load case 3),33=89(load Dass i , 34=88(loed oasm 1), 35F90 load case 3 , 28-8lportd casa 1 , 37-1180loed.oass 3;, 38■53(loed ca.'aa 2); 30■88(load case 1), 29=90(load oese 4;, 28x85(load case 1), 26.8s�load case 1;, 25�90(0oud came 4 , 24=81.(Ioed oese 1), 23-1 end cove 4 PoRCLS (Ib) - F1rst:Loed.Caee'Ohly . TOP C.HO 1.2f@46, 2.3=-51-1.4!•24, 4.6-'.32, 54 31 6-1x•31, 7.8■ -3.1, 8.9+-31, 9-10=32,10.11 ■-90, 11•-12F-30, 12.13.32,13.14=-31, 1.4-iB-•31, 16 18==a1, 16.17' 31,.17-1�- 32, 18-li --24, 19-204-6�/, 20-21■48 BOT CHORD 2.38;=G,37.3$x0 3837.0, 3S3t1F0, 3d-3500, M44-0,.32-33=0, 31.3200, y0.31■0, 29.30=0, 2&2e -6,27-2&--O, 28-27=0, 26.29■0,.24.25=0, 23.24.0, 22.23 '2,0.22■b WEBS 10.31--�t9; 932-•70, 5-33=-e9, 734--e8, 15-33-70, 5-380-67, 4-37-•81, 3.38=-34, 12.30.46, 13-29--70, 14 -is -49, 16.26-•69, 16-25••70, 17.24=•87, 18.23••81, 19-22=,24 NOTES' 1) This tans has been checked for :unbalanced'loading conditions, 2 At platen are M20 p e(ea.uhlesp;athervAse Indhiated. 3 All ppit ales -ala 1;5wf a20 unless otherWise Indicated, 4 Baole•requlres'goritlnuou%''Whoin chord beaftng. 5 00le atlld6 spaced all 14+0 on carders ' This truss hat been designed for a .10.0 psi bottom -chord live load nonconcurreret with any other Ilve loads per Table- No. ' 61 7) A plate rating mductlon of'20Sb t,ae baen epplled for the graen.lumbsr msmbore, Thin trust, has been dealgned with ANSI/TPI 1-1883 criteria, LOAD CASE($) slandord JUN 1 3 .20.00. WAkN1/dG Varlfy dear(gh parwherent and R644D NOM$. ON THIS AND: R�'90SE SIDE BQFORB USE oeeogn valid rbr vee only wtih MITbJc tionneatore,.Tnia design it based only upon pNilnlalrrs shown, trod Is for an IndlHdual bullding component to ba'IM1011e0 and loadep vertically: Applloablgty of deflgn liaramotarsAnd proper Incorporation at oomtionenl is resporialbllily of bugdfng dealgnar- not trusia deelgner. Braaing shown -ix for lateral ouopart of tndMdual web members only. Addinow larhpararybtaelnp to Insure atsblbtydupng aorlptfucddn in me reapgnalt;m m.lha erotder: ib Addigonal Pormaneni'braclriq of the ovgi" atnroturs la fna reapanawty of Ula ti6ilding d4signor, Por ganar4l quIdando regarding IaodgaUon,.guallry'aonUal, storage, delivery, afeadon; and bracing, ganauil qef ae•gimilly Rtandard, Dell. 14,E ae Brea Ing 0eallleatlon, and Hr6-91 Handling Inatellation and Braoin0 Reoommendallon avallabtli frpgl Truaa . Plat. (netllute, sec q'onafrlo Drive, maeleall, WI Bali UTfak Initf usM es, Inc: IZ/8 'd"HWON 'GNI S31KSHNI �311W—WdL9 E "0OR7 P..I -unr 06/14/.00 09:52 FAX 530 244 3329 ROSS LUMBER TRUSS 4 Chico U014 - job Tftres ruse Y Fly DEFL on) Doo) Udall PLATE3 GRIP TOLL 1e.0 Plates IncreefBa 1.25 TO 0.27 Vert{LL) -0.1Z 6.1 5899 R3279488 M422 1. CIF FINK, 1 1.7 SC106779 moss lumoer, RCODINfe, 4A taaVul 7N -VG ■ t-oY IQ IaWo 11111 w Y,YYie 1YV, yo,. gYA1'jull la lw�u;dv sew Tuve , 8.3-1 12-0 0 17 12 24.04 8 9.4 6.8.12 9$12 83.4 49x7 11 3X4` 6" = 24;11.0 8•0A 7.11-18 8-0.0. Plate Oitaats :0.3.0 1• 0.1.8 0 LOADING (pal) SPACING 2.0-0 C81 DEFL on) Doo) Udall PLATE3 GRIP TOLL 1e.0 Plates IncreefBa 1.25 TO 0.27 Vert{LL) -0.1Z 6.1 5899 M20 22W195 TCDI 10,0 Lumber Increase 1.26 BC 0.61 Ven •0,22' 0.7 ►899 SCLL 0.0 Rep 9treas Inor YES. INS 0.17. HorxM) 0;03 6 Na SCOL 7,0 Cods UPC/ANSI96 1st LC LI, Min Udell ■ 350 Weight: 183 Ib LUMOMM BRAKING TOP CHORD 2 X a OF No.16etr-0 TCS CHARD Sheathed or 6.8.8 on center pudln spacing. BOT CHORD 2 X 4 DP Nc,13181r-G HOT CHORD Rigid ceiling directly applied or 10.0-0 an center bracing, WEBS 2 X 4 OF Stud/Sld-G OTHERS 2 X 4 OF Stud/Std-G RP.ACTIONS (lb/aize) 1■762/0 7 5, 6r78Z/0-3 B FORCES Ob) - Firel Land Cane Only TOP CHORD 1.2■ -1235.2.3■ -1065, 3-d-108..5, 4-6=-1238 BOT CHORD 1-7=1099, a-7-749.6.6■1089 WEBS 2-7■•25B, 3.7■404, 3-8n401. 4.5-268 NOTES 1) This truss hes been checked for unbalanoed loading conditions. 2) As requested. plates have not been designed to provldefor phtosmaet tolsrvrl6as or rough handling and erection conditions. it Is the reaponatbiltty of the fabricator to increase plate sizes to account for these factors. 3) All plates era M20 plhlou unless athemAso Indicated. 4) All plates aro 1.6x+ M20 unless otherrAss Indicated. 9�Gable studs spaced at 1.1-0 on center, This tniss has boon designed for a 10.0 paf'bollom chard Ilve load nonconcurrent With any other live loedo per Table No. 16.5, US0.94, JUN 1 3 2000- A plate rdting reduction of 20% has been applied for the green lumber members. 6) This truss has bean designed with ANSVTPI 1.1993 c6tatla. LOAD CAStl(8) 8landard WARAVO - V4r0 detlgn, paramafers and AEAD.NOTES ON7'HIS AND RbVERS9 SIDE BEFOR8 USB ND 19 Design valid far use only wgh taliak COMectom. This dvolan laeased only upon paref istore shown, and U (or anatttistdorrl bynding component 16 be Inshnad and loaded veditrany, ApOnabllty at design parameter and pidpar Incorporation of Component la rusponalbtiny of building deelgner - not nwa designer, entcina, shown Is 1cr bteral support of Individual web members only. Additional tempbrory bracing to Insure etwity dunna construction A the reapenslpllltyof the sinew. NIL �C- Additional pan "tint bra" of Um overall structure In the reapenalbuny or the building dael➢ner. per general guldsnos )� 0" a regarding hDrlodllon, quaery COMM. swag@, dslNery, ersollon, wed bracing, consult O4T48 Cloallky afandard, Use. Iq'^ •;- -• ; es Bracing epeolfloetlen, and HIa-91 Handling leatallallon and Bfeorng Racennroandollon avalllb+e from lruaa Plate Institute, seg D'onalffa Drive, madlaon, wf'sm> til Mffe c.Irtdu v ba,1Ae. �IZ/L 'd IZVV*O-N 08150Nl NhIW WdL9:E W7. 'sl'Unr 08/16/00 05:48 FAX 530 244 3329 MOSS LUMBER TRUSS Chico 0 002 'dosL M422 MONO TRUSS moss lu l5er,'R'CA — IlAlt TO A6 (,Ill -R. /'(D A141d � o. 7- A tiD g°nGf- C f/oRD F C191 — �� 1• R3608944 l 31 c1989 TndU3 -es nT c• ,a-ge 1 - - 6 Scale = 1:25.3 . - Bye -.—.. _�_-•--- • -� 1.5x4.11 1=41110A BUTTE C001v11, BUILDING DEPAR.TMEP � 6116& R 0 LX4!� 1.5x4 11 LOADIN4(pst) 8PAGM0 30-0 C31 DEFL �(in) (los) Udell PLATES GRIP TCLL 18,0 Plates Increase 1,26 TC 0,54 Varl(LO 0,0$ . 1-3 X794 14120 2201195 TGDL 10.0 Lumber Increase 1,25 BC 0.36 Vert( L) -0.16 173 X487 BOLL 0.0 Rep Stress [nor NO WS 0,00 Hot, 0,00 Na 1 BCDL 7 0 - - Code UBC/ANSI96 let LC l l Mln 1/dell = 380 Weight 21 Ib LUMBER BRACING - TOP CHORD 2 X 4 OF No. IkBtr G TOP CHORD Sheathed or A-D.o.on center — BOT CHORD 2 X 4 OF No.18Btr-O ptfriln.'spaeirlg, except end vellitals. WEBS 2 X 4 OF Stud -G BOT CHORD Rigid ceiling dinXlly applied or &0-D on cenper bradng, REACTIONS pb/size) 1=287/0.3-8, 3 97/0.3$ FORCES (ib) - First Load Case Only TOP -CHORD 1-2=0, 2-3=-234 BOT CHORD 1-3--0 NOTES 1 1 All plates are M20 plates unless.otherwIse In(ficated. 2) This truss has boan designed for a 1 D.0 pet bottom chord live load nonconcurreflt with any other live loads per Table No. 18-8, UBC -94. 3)'A plate ratlrig reductlon o120% has been epppiled far the green hunhermembera 4 This truss has been designed with ANSI/TPI 1.1996 criteria, LOAD CASES) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE. SIDE BEFORE USE Design vend for use orUy with Wait connectors. This design Is based only upon parameters shown, end Is for an Individual bunding-componeni to be.lnetslled and loaded vertically. Appdeablitry of design parameters and proper Indorporallon of component is responsibility of building designer - not ttues designer. Bracing shown Is lot lateral support of individual . web members only. Addiltenal temporary bractng Id Insure alablllty during construction Is the responsibility of the erector. Additional permanent braaing of the overall structure to the responsibility of the building designer. For general guidance no regarding fabrication, quality control, storage, delivery, erection, and bracing, cansUll QST -08 Quality standard, OSB- an 99 Bracing Speolllcetlon, and HIR -91 Handling Installation and Bracing NOoommendellon avallabte from Truce Plate Institute, 683 D'Onofrle Drive, Mad,son, WI 63719 :tA1T@k If1dUBfii88. Inc. .I/1 'd— 6689'oN . 'M S3181SWNI NhIN -cid! i0 August 15,2000 8 -000z 19l12nV . Y G f IJP p,e t� F.?b $- oz @ 3�' . • ' • . • • . , • ". ZZ Ilk _�� iceLF c TqPI IAL 6040 WAIL Oppoev'r `u - .i +�. 1 w ... ,..Ir...w...a....w.. w..rw._u.._ a�►u: h�P1'M I� I PE'2 60, WcALifld. II (I L LST ,7 to �5.fP I� pog �8A aw ! V UTI Ltri ice N S iWfa LL f r� I AW` W Kd y.G1d.. r r Butte Coin Environmental eaith - dal - M w a. Am 4 �•fNVIRONMENTAL HEALTH APR 0 3 2000 Chico, California•