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HomeMy WebLinkAbout068-330-020068-330-020 PERMIT#98-2891 NOEL, Marc 32 Ka;gneCt-, Oroville Cont: ,,Zi -d•,Ors; Iv New Single Family GAS Comp Supp(; E { RESIDENTIAL 068-330-020 PERMIT#98-2891 L M NUE , arc 32 Kampong Ct., Oroville Cont: PERMIT NO. - New Single Family [10-400 l PERMIT EXPIRES OWNER rnNTR_ ASSESSOR PARCEL 4- LOCATION x' OFFICE COPY _ I Address GAS Meter By Date ELECTRIC Meter By Date I CHECKED SRA BY FLOOD:;CERTIFICATE REQ. ; FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY 1 OFFICE COPY i Address ( By ELECTRIC Meter By Date Called PG&E JOB FINALED (Date) Signature t r. V ='OK " ' I O - Not OK = NotApplicableMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK exoept #'a 1. Zoning Requirernenix - Setbacks - Easements 2- Sods; Special MH Support Sketch 3. Sewer, Location-Test•Fa1•C/0-Concrets 4. Water Location sement Needed (Sketch) 5. Electricity; Loca6wPC*amrces-Gmd-/ /Amp-Concrets 6. Gas; Location•TesPhrap; / /Lilt. / /Nat. or/ /Litt./ H.Pf 7. Well Clearance b Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirentatta- Setbacks Easements 2 Footings; Siztk g Manage Lite 3. Gas; MH TesWernand•Vahe•Connector 4. Electricity: MH TedC Bmakers-Clearances 5. Drain MH L-Afal-Flex Connector 6. Water, MH Te"egulator Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning RequirementsSetbadcs-Easen>ents 2. Footings: Sods -Sim DepthSpacing-ConnecE Steel 3. Decks; Girders and/or Joists•Decking-Bract gSteim- Tads 4. Wood Awn.; Posts-Beams-Rltrs.4 o nectors Shthg.-Rfg.-Bracing S. Alum. Awn.; Cdumns-Connecdms,Sprice-DecaW-nckmms 6. Carports: Windows -Doors 7. Electric 8. Fmg.; Sds-AnchorsStuds-Rftrs-Trusses 9. S'id'ing; Nailing4/eneerSh coo -Mesh 10. Root. Shthg-Roofng 11. Ext: Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date POOLS (Plans) OK akcept #'s 1. Setbacks -Easements 2. Sols; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men{Iring 4. Elec.; Receptacles and LigI*q. Db%nm-GFI S. Elec.: Pod LighdW. 15 Vblta•GFI 6. Elm; Enclosures; Conduit Entries.TerminalaLiated 7. Elec.: Bonding; Metal wffl-C klafrg Equip. -Heater 8. Elec.; Grokrtdrg; Equip. w/9 Circulating Equip. -Pool Lghtg. neboerds-Ins. to Main in Conduit 9. Health Departrnent Approval 10. Plumb.: Ca Tes6Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 NoKtOK RESIDENTIAL - Not Applicable' = Not Ready Oata UNDERFLOOR (Plans) OK except ins 1. oningSetbacks-Easments-FoodSlope . 'Ftg., Main; Sols-Elec. Gmd. / 1^ Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ t Ftg. Depth 4. Ftg. Porches & Decks; SodsSteel-/ t Ftg. Depth S. Stemwans, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steet-Blockouts-Wrapped 6a Fold Downs and Special Anchors ! Slab, SteetWrapped 8. Piers -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-Regulato(s-Ace Test 12. Electric Underground 13. Pienums & Ducts; Clearance-Material-SuppoMns. 14. Girders -Sills -Anchor Bolts-JoistsVents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 ate Card B-1 Date Card B-1 Date Card B -i Date -_,,PLUMBING (Pwmi* OK except ft 1 r Htr;Ven Air Baffle ter Pipe; Test & Anchor -Nal W.V.; Test Fittings & irgnisajoh 20. Shower Pan; Test First Floor -Tub Access 21. Tub & Shower, Second Four --Tub Access Gas Pipe; Sae & Anchors Date % Card B-1 Date Card B-1 Date Card Card B-1 Date Card B -i- Date Card B-1 Date .ELECTRICAL (Penned) OK w=ept ft t25' Fixture & Transformer Clearance -Ins. Protection _ Elec- Receptacles SDaci>trlinhts & Switches at Doors V.fi-'tim Boxes & No. of Conductors Stapled 6 . Romex stalled Close to Edge of Studs & C.J. 1 . Eguip. Ground made up w/Mech Fastners kind Gas & Water (2t< 2 Appliance Circt9s it Kitchen & Conductor Size GFI 2D-.6ubfeedWire Size / I ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or A}Oven Circ. / / ga Cu or Al Insulated Neutral Yes No 31. SiserCoxfuctu7s&GraAd-IlainDLwmect E uip. Clearances Parcels -Motors -Meth. Epuip. C s Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except k's A.C. Ducts Insulation & Support C36!Vent Fan. Exhaust above insulation ndensate Drain & Overflow, Size & Grade mance-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date L 9 y a Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s Sits Proper Materials & Anchors l's Studs -Nailing Spacing & Braces -Plates -Sound J�earing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) ire4lops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Single & Duplex) Date FRAMING (Continued) ngers-Post Caps -Anchors -Connectors Cling. Joist -Ritz: Ties-Purlin-roH Brac: Truss-Shdng.-Rfng. ireptace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sig Hgt & Dimensions 51. Garage Fire Protection Framing Property Line Firewall & Openings Doors -One 3 -Check Garage *64J my, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Root Overhang -Attic Vents -Ratter Outriggers Siding -Nailing Veneer p Screed -Fd. Vents-Underflc Access Glazing Area -Glass Protection-Skyrights-Plastic tAl'Shear Walls: Nailing -Bolts 60. BrSq Interior / xterior Who Panels Insula' dJa s mgs 62. Infiltratiort-Wans4Mndows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date AL (Plans) OK except ;yr 63. Ext Steps -Door & Sidelight Protection -landings 64. Detector 69. Furnace; Vents -Clearance -Comb, A'v-Conector- In Garage; Above Floor -Ducts -Meth. Protection edmom Exiting 67. Bath Fixtures & Tub Access -Spa 69. Elec. Tom-& Subpanel, Breaker Sines & labels 69. tairs & Rails 7Q-Feeplace or Stove, Clearance -Hearth Wood Panel, Int & Ext 71�Outlets at Wood Panel, Int. & Ext. Kit Fat & Appliance; Ground: Air Gap -Cooking Clearance 73. 50oudets & Recepticates at Kit Counter 74. Garage Fire Door: Swing -Landing -Closure 75.,A<'buct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connecta-P.R.V. In Garage; Above Floor -Meth. Protection Ib., Elec. & Mech. Equip. Listed for Location 78. eptactes in Garage (G.F.I.)-Romex Protection 79. Insula ' oam-Looked in Attic 80. ward rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth CI ranee Looked under Floor n Yes Following Insdd./Drhe 0 Yes 0 NoANalks Q Yes a No/Planters Q Yes 0 No 83. SBrown-Finish 64'-A.C. Unit Disconnect, Electrical -Plumbing ents Above Root, Plbg-Appliance-Fireplace-Clearance to Openings 86. er Well, Disconnect Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throught House 89. GI rotection Correcti from Previous Inspections >•'rj �' eta s t -Meters Tagged, Gas -Electric ,Isr-& Sewer Connected -C/0 to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date C. - -\ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE 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 /100 Q—L 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. 0 Gc 1(5�7�i7fJ ,,,c_ Date ) I ( Inspector REV 10/92 05/19/99 21:58 FAI 530 891 30 LOERKE INSULATION CO., INC. LOERIiE INSUL. CO 32 Kampong Ct_ Oroville Number and titreet --Co--ung DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) Brand Name I{�iJl •�: INSULATION CERTIFICATE Thermal Resistance (R -Value 2. CEILING Batt or Blanket Type - Fiberglass Batts , Brand Name Johns Manville Thickness (inches) 10.25" __—_ Thermal Resistance (R -Value) R-30 _+ Loose Fill Type Fiberglass _ _ Brand Name Johns Manville ---------_-____ Contractorts min. installed weight/ft sq. .500 —Ib. Minimum Thickness 13" inches. Manufacturer's installed weight per square fool to achieve Thermal Resistance (R Value) _ R30 R 3. EXTERIOR WALL Material Rberalass Batts Thickness (inches) 6:5" 4. RAISED FLOOR Material _Fjoerglass Batts. Thickness (inches) __— ..5. SLAB FLOOR! PERIMETER Material Thickness Perimeter Insulation Depth (Inches) 6. FOUNDATION WALL' Material Thickness (inches) _, . , , Brand Name Thermal Resistance (R -Value) R19 Brand Name _, Johns Manville _ It Resistance (R -Value) Brand Name Thermal Resistance (R -Value Brand i`lame Thermal Resistance (R -Value) DECLARATION I hereby certify that the above inaulation was installed in the building at the above location in conformance with the current Energy EfScien Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the�ertificate of compliance, where applicable. C.L.#499150 Item LOERKE INSULATION CO., INC.– r na re, a Installing Subcontractor(Co. ame General Contractor (Co. Name) Or Owner Signature, Date Signature, Date —� Installing Subcontmctor o. ame Or General Contractor (Co.Name) Or oviner - Installing Subcontractor (Co. ame}} Or General Contractor (Co. Mame) Or Uwner COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING D ION 7 Cmunty Center Drive • Oroville, California (95965 •Telephone (530) 53 541 PERMIT No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 068-330-020 ZONING UILDING PERMIT OWNER Noel, Marc TELEPHONE SO. FT. OCC. BUILDING VALUATION 2199 R -118,746.00 .OWNERS MAILING ADDRESS R1 Flying C1011d 462 U 8 316.00 CONTRACTOR'S NAME Steve Orsillo Construction TELEPHONE 589-4202 75 C 7 O CONTRACTORS MAILING ADDRESS 29 Rid. eview Lane CONSTRUCTION LENDER Butte Community Bank Fireplace LENDER'S MAJUNG ADDRESS Total Valuation $19Q Sl 7 nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 744 5n ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 483.93 BUILDING ADDRESS 32 Kampong Court, Oroville Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ J.271,43 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap La 7.00 1 0 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15. oo Each gas water heater or vent 15.0019-00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SF 4 Bedroom Gas piping system 1 - 5 outlets 1 5.00 5 , 00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S 171.00 ELECTRICAL PERMIT Fling Fee 20.00 800VOR UES Main Service xo.A OR IES. 23.00 3.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division of the Business and Professions Code, and my license is in orce and effect. SO' License Class Lic. No. OWNER -BUILDER DECLARATION 1 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My worker c m erygati i unnce carrier and policy number are: Carrier �►'� _ , ,� Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the k' ompensation provisions of section 3700 of the Labor Code, I shall comply ith.those provisions. �W�,�h XKe I - 'r Signature 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. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING Or -CUP . SO OR ADDNS. ( & ACC. BIDS. 3.5¢FT. 3.15 NEW CONST. MULTI -OUTLET NON-RESID. I c @7.50 WER APPARATUS asrOUTLETI. 2@1.0 QCCu OUTLET S g0 Ex. Occup. oFlxLIT�Eso�a = ) E 5.00 A Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 136.15 MECHANICAL PERMIT Filing Fee 20.00 Heating 4 ton 20.00 Cooling 0.00 Hood 6.50 6.50 Ventilation LE 0 4 .50 PERMIT FEE $ 71.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE V TAL FEE $ .AZ. D. IMP FL000 CDF FARCES V PD H ISSU 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. n /� ate ,- 7 d Date Receipt No. � . - o %/��� p�� WHITE-D.D.S.-B.D. CANARY-ASSE R PINK- SPECTOR GOLDENROD- PPLICA 1 A COUNTY OF Bj T -,TE t. DEPARTMENT OF DFVEL PAT -SERVICES- BUILD DIVISION 7 COUNTY CENTER DRIVE - OROVILLE 95965 - 7LEPI�.OI�IE (916 8-7541 PERMIT APPLICATION DATA SHEETI 3 OWNER: IV A-IZC 4 ir1 Ems- ASSESSOR PARCEL ER: 461 - Proposed Building Use: S Building Inspector: Date: 4g!% At time of permit application, I was advised the following data must be su mitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3'4 sets, signed by the preparer of plans. ------------------------------------------------------------ E13. 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! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9. Manufactured Home data �and �installation instructions including Tie Down Specifications.------------------ A. . Fees of $`r----��� :_�OS------------------------------------------------------ ---- Impact fees as shown on the attached schedule. ------- ,-,----,--,-,--------------------------------- ------ 2. C�- ---4alifornia Department of Forestry plan approval/fe------ 1113. --- ❑13. Flood elevation certificate.---------------------------------------------------------------------------------------- 044. Sanitation and plot plan approval/ -V t3_ Health Department. 1115. City of Chico plumbing permit. --------------------------------------- 1116. -------------------------------------- ❑16. Plot plan and business license approval from the City of Biggs. --- ❑ 7. Planning approval for (A) Use: (B) Parking: - Contact Land Development about VImprovementsl ElDrainage, VLegal Parcel. 9. Encroachment Permit for driveway (construction approval prior to occupancy). -- ❑20. Pre -inspection for I required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------ ❑22. Workers' Compensation carrier and policy number. --------------------=-------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. ------------------------------- * �_ _R 5. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. --------------------------------- 027. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. -------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ (Date) 030. Other: _______ ; When you issue the ermit, process as follows ❑ Mail to owner, ❑M�i,t to contractor. Telephone �T U ZG I- and hold for pickup at C� -office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑'Qth Date: By: 1. Index permit application for the above items numbered: 2 ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil ' i isi unter, by Date: Plans reviewed by: Date: Plans a roved b : Date: 02 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. otee transfer by: Date: Yellow Copy -Department of Development Services, Building Divis' E.H. US LY Plot Plan Attached Floor Plan Atlrk4iF Sent to B.D. TO: Building Department FROM: Environmental Health - `4 SUBJECT: Sanitation Clearance Owner catio AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for Other !',( /GLairI40- �10.12-&- Hold final for: Final clearance O.K. for: NOTE: Environmental fil alth Specialist 8/96 Wk5 D, alhr Date • C• i • i4 't' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER &A4,C �S/ Q4SL- A. P. # (J (0 PROPOSED BUILDING USE DATE a_ZBUELDING PERMIT FEES -- Balance Due ................ - Additional Fees Due ........... -- Additional Fees Due ............ -- Revised Plan Checking Fee ....... RECEIPT # DATE EC $� f/t_2. SCHOOL DISTRICT FEES (paid at District Office) ( SHERIFF FEES (paid at Building Division) Residential ..... x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x I = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION' AND PLAN CHECK i $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) f 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. DATE )Z-- IE— Pursuant E" 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) ` COUNT O �B JTTE } DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING.DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE(916) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES / / ( irk -- Balance Due ................ $�"� -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -= Revised Plan Checking Fee ....... $ 2. SCHOOL_DI$TRICT FEES 0 /eo C t (paid at District Office) '<...r . J ► d � � i 6��rSHERIFT FEES (paid at Building Division) 2 Residential ........ x $360.00 = $ > b Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) ._ 11 x $ flUnits Amt. Commercial (sq. ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) �r VA/ FIRE INSPECTION AND PLAN CHECK li $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 A.P. # DATE RECEIPT N DATE ECC 0 *fw 0::10 9 11. 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. 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! ' r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building)., School District �g— Building Department No. A.P. Number CJ g~ "60Vrisdiction: e City ©County Property Owner / W�`► Property Location/Address,[ Subdivision �•� Lot No. .................... ..................... ......................................................................... �9 Residential Development ? Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): ................................................................................................................... Commercial/Industrial New Addition Irioor runs revieweo Dy acnooi uisinci rersonnerl Sq. Footage (Including Exterior Roofed Areas) Date District Identification No. G =9, &-!r- 0", —f (X�(ilJ 2�KiC.�I' / �j�� School District certifies that —�— (Applicant) Q (Street Address) % (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing -21 / % square feet. School District Representative Paid by Check # Remarks: by payment of b 42? V— 41, U 7 FU S FULLL 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 challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 110/98)dmm .-SND)IEI RECORDED NIAll. TO: �I II'I I' II IIII' III' III II I I� II'� ' 1 999-00034Eas BUTTE COUNTY BUILDING DIVISION Recorded 7 COUNTYCENTER DRIVE Official Records I COPIES1 E 10.50 ORU�'ILLE CA 95965 COLLi1ty Of I CANDACEJ BIMEGRUBBS I Recorder I ROSEMARY DICKSON i Assistant I Vickie 02:51PM 25 -Jan -1999 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT \'�f) 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 Nvithin 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 fertilisers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraving, 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: Date: l ,x r f R0 ERTY OWNERS: ,1' State of California County of BUTTE ) " On 1/25/99 before me, PENNY C. ENGLAND, NOTARY PUBLIC personally appearedDONALDI-_i`4rt NOEL AND. GINA M. NOEL personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on. the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. PENNY C. ENGLAND Comm1u1on ♦ 1079122 Mfr CPS1 Notcay Public Signature &Me County. Cc.Woi...0 , Seal: MY Commission Exp. DEC. 311999 .a.1'.= O JQ - 330- Ud-U -Gvu DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 5., 1979, IN BOOK 73 OF MAPS, AT PAGE(S) 41. PARCEL II- A NON-EXCLUSIVE RIGHT OF WAY FOR INGRESS AND EGRESS AND PUBLIC UTILITY EASEMENT AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 5,1979, IN BOOK 73 OF MAPS, AT PAGE(S) 41. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III• A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITIES PURPOSES OVER THE WESTERLY 15 FEET OF THE FOLLOWING DESCRIBED PROPERTY: A PORTION OF LOT 219, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OROVILLE-WYANDOTTE FRUIT LANDS, UNIT NO. 6", WHICH MAP WAS. RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 8, 1929, IN BOOK 10 OF MAPS, AT PAGE(S) 3A, 4A AND 5A, AND MORE PARTICULARLY DESCRIBED AS. FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 219, WHICH CORNER IS IN THE CENTERLINE OF HILDALE AVENUE; THENCE NORTH 17. DEG. 00' WEST ALONG THE WEST LINE OF SAID LOT 219,.A DISTANCE OF 202.91 FEET TO A POINT; THENCE NORTITA63 DEG. 06' 30" EAST A•DISTANCE OF 213.16 FEET TO A POINT; THENCE SOUTH .25 DEG. 42' 30" EAST, A DISTANCE OF 96.19 FEET TO A POINT; THENCE SOUTH 14 DEG. 36':48" EAST 212.14 FEET TO THE CENTERLINE OF HILDALE AVENUE; THENCE ALONG SAID CENTERLINE NORTH 79 DEG. 35' WEST 51.01 FEET; THENCE CONTINUING ALONG SAID CENTERLINE WESTERLY ON A CURVE TO THE' LEFT, WITH A RADIUS OF 400 FEET AND A CENTRAL ANGLE OF 25 DEG. 29' A DISTANCE OF 177.91 FEET TO THE POINT OF BEGINNING. x � �: MW'� i q.�,y +.� +. <'sw-..s. a9 j'iC'j!♦ .it r Ms. �. a a3 4 fir; wYs7f x- �� `'3 r "E � :,'� j0�" ' "+•� 'y - r -r y � � ,-� v1' k?�} . fi w r�£� 't ;T -it .�' . �.; y RecordersOffice Count BUTTf E CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 1999-03465 REC FEE 10.00 COPIES 1.50 TOTAL 11.50 CHECK 11.50 - TOTAL TENDERED 11.50 - CHANGE .00 02:51PM 25 -Jan -1999 19990125000189 Vickie BTTREC20 Thank You Have a Nice Day! - Y a.. �w -c.d, .s. ,.s. �y��y a�; .=�{"ti,✓> •-e•., a 4 e �.. � t x � �: MW'� i q.�,y +.� +. <'sw-..s. a9 j'iC'j!♦ .it r Ms. �. a a3 4 fir; wYs7f x- �� `'3 r "E � :,'� j0�" ' "+•� 'y - r -r y � � ,-� v1' k?�} . fi w r�£� 't ;T -it .�' . �.; y RecordersOffice Count BUTTf E CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 1999-03465 REC FEE 10.00 COPIES 1.50 TOTAL 11.50 CHECK 11.50 - TOTAL TENDERED 11.50 - CHANGE .00 02:51PM 25 -Jan -1999 19990125000189 Vickie BTTREC20 Thank You Have a Nice Day! - Y a.. �w -c.d, .s. ,.s. �y��y a�; .=�{"ti,✓> •-e•., a 4 e �.. RESID&7 TIAL PLAN CHECKNU GUIDE j SINGLE FAMII_Y, DUPLEX AND MISCELLANEOUS ONLY OWNER:PALBUILDINGPERAUTNUMBER: PLAN CHECKER: NJ k A. P. NUMBER: GENERAL: _ Zoning requirements: (side yards and number of permitted living units). ,2'- Valuation. , Plans signed by designer. A" Proper description of work on application. ,51 Existing violations on property. - Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). .7� Recorded notice of violation. PLOT PLAN: X'_ Complete parcel size and dimensions. �! Setbacks, side yards, easements, etc. = Other buildings or structures. 4. Grading, fills and/or drainage. Flood hazard.,.- ,�i Special conditions on creation map (Noise, SA.A., Fire SpridderS, Water Tender, Trees, etc.)." /7.' F.A.U. & F.A.S. road setback. 8/ Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. U Required windows for light and ventilation (Section 1203). ,3-*' Required windows for second exit (Section 310.4). ,1! Skylights (Section 2409 & 2603.7). jl Glazing in Hazardous Locations (Section 2406). Required room sizgs, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). ,86 -Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 10. Garage firewall, door size and closer (Section 302.4). ,le Minimum of one 3'0" exterior door (Section 1004.6). ,0.. Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1.Conventional Construction - Llnusua�ed Huildings (Section 2326.5.4). Standard bracing or eection 2326.11.3). 3. Clerestory requiring balloon framing and/or engineering. 4. 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 calc. if necessary. 11. Garage door and/or porch header sizes. 12. Stud heights. Adobe soils - special foundation design. W5._14� Retaining walls requiring design. Special Inspection requirements. 16. Header size. June 1997 �*A tvgSCELLANEOUS ITEMS TO L0A17UT FOR: I . Stairway details: landings, rig.. and run, head clearance, handrails (Section 100• 2. Guardrail details (Section 509). ' 3. Brick or stone veneer (Section 1403). 4. Exterior plaster - weep screeds (Section 2506). 5. Proper roof pitch for roof covering. (Section 1501). ' 6. Roof covering type - (fire hazard). 7. Foam insulation - protection: 8. 36" halls and stairways. ' + ' 9. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. 10. Two exits on three - story dwellings (Section 1003). 11. Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). 13. Combustion air for fuel burning appliances -L.P. G. requirements. 14. Noise requirements on duplexes. 15. Energy design. 16. Flashing at all exterior openings. 17. C.D.F. responsible area requirements. 18. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: y Flood Hazard/Elevation Certificate s SRA Requirements Special Inspection Requirements _ Automatic Fire Sprinklers June 1997 3.2 APPLICANT: OWNER: PERMIT #: r/' -0 89 / A. P. #: WORK DESCRIPTION: ` DATE ' DESCRIPTION OF STEP ctdan CA4e- PR,rqloyECT PROCESSING R CORD G�•1"PfP Ysi t lz� ell rvt e-c� MICHAEL M0010Y 5 A MADRONE AVE. CIVIL ENGINEER OROvILLE, CA 95966 RCE 20647 (916) 533-2131 Butte County Building Inspection Department 7 County Center Drive Oroville, CA 95966 RE: Building Permit Noel/Orsillo January 5, 1999 I have reviewed the trusses for this project and they are adequate for my design. Thank you for your consideration. Yours, Michael Mooney My license expires 9-30-01 QRpE E SS/p�, C-0 LL' 020647 sTq� Crvi\- F OF C Al 00 ---:�)e' cort W9 �4 2,7 � Z. ►i�2�' -. 207 `( L` -- 2C3-7 t(& a S -S � 377GS�i < C-1) (UeQ- 2307.2 04 t r � K-tD DEyoo Low '2ots�- + Lue LGA -Y) (2c&F A- W'T- UJOT �- C4,sfr2 I0 t (r.) + lox, 1*747 Psi +C ---',A a Tau 5S dz 2 -1 �� vv(tiliwtu,w" . LC 1-1 % �C ;, BB�E COUN`� i:vi 4- s3 BUILDING DEPAR E91 2+ge)Lc_ APPRO, ED pow. ?•. I I I liI SZ= zP[ roc. 4- :34 Lk watt &33 OL 4-- I l 4 LL - S OL -t- 5`t`f LL. --- )R7 o�c FC(V cc---(c�-s W� C - �a I��arc • _ . 0 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01• • 5A MADRONE AVE OROVILLE, CA 95966 Date: 01/20/99 Page: GENERAL TIMBER BEAM DESIGN BEAM DATA Timber Section End Fixity Beam Width - 3.500 in Elastic Modulus Beam Depth - 11.88 in Beam Density = Lamination Thickness .0.00 in Load Duration Factor = Fb - Bending 2900 psi Beam Wt. is Added to Loads Fv - Shear - 290 psi End Shear Calc'd at Support Fc - Bearing = 750 psi APPLIED LOADS Trapezoidal Load: DL: 80.Oplf @ lft. 80.Oplf @ rt from 0.00 ft to 11.50 ft Point Load: DL = 125.0 # .LL - 178.0 # at 2.00 ft Point Load: DL = 181.0 # LL - 258.0 # at 4.00 ft Point Load: DL = 237.0 # LL = 338.0 # at 6.00 ft Point Load: DL - 672.0 # LL - 959.0 # at 8.00 ft Point Load.;._DL = 362.0 # LL = 518.0 # at 10.00 ft _ SUMMARY USING 3..5D.O-x 11.876Beam. Bending = 70.42%. Shear = 33.40% Max. Pos•Mom @ 8.01 ft - 19.25 k -ft Shear: Max. @ Left - Max. Neg Mom @ 0.00 ft = 0.00 k -ft ....used for dsgn Max @ Left" 0.00 k -ft ....Area Req'd = Max @ Right = 0.00 k -ft Max. @ Right Max. Allow Moment = 27-.33 k -ft ....used for dsgn = fb Max. Actual - 2808.1 psi "" ....Area Req'd Fb Allowable __. 3987.5 psi fv Max. Actual = Fv Allowable = Ck = .811(E/Fb)".5 = 19.05 Cs = (LeD/B"2)".5 _-. ..7.01 Bearing Req'd @ Left Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right = Nm -m roo NQ. Nt0 r W Ul -N M M NM 0.00 ft 1!1 T 'D M •- in 6 II 1 II it p II II 2.00 ft II J J J J O J J J O J J J Ja J O J 1 ....Dist = 10.30 ft 10.208 ft 22.00 1 ...L/Defl = 337 176 Left V4.4C1 (c) 1983-9G-ENERC-ALC 3:36 k SPAN DATA DL Pin:Pin Center Span = 22•.00 ft 2000000 psi Left Cantilever - 0.00 ft 33.0 pcf Right Cantilever - 0.00 ft 1.25 UNBRACED LENGTHS Le Center Span = 2.00 ft ----- Le Left Cant. - 0.00 ft Center Le Right Cant. = 0.00 ft 3:36 k Reactions... DL .Maximum 5.03 k Left = 1.84 k 3.36 k 13.88 int Right = 0.86,k 1.60 k 1.60 k 2.40 k Deflections... ----- 6.63'in2 Center = -0.78 in -1:30 in 121.08 psi ....Dist = 10.30 ft 10.208 ft 362.5 psi ...L/Defl = 337 176 Left = 0.00 in 0.000 in 1.28 in ...L/Defl = 0 0 0.61 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 MICHAEL MONEY. KW -0601571. MICHAEL MOONEY CIVIL ENGINEER • RCE 20647 EXPIRES 9-30-01* r ' 5A MADRONE AVE OROVILLE, CA 95966 Date: 01/20/99 Page:. L GENERAL TIMBER BEAM DESIGN .7 A/Lcj t:=E BEAM DATA m_ SPAN DATA ;r Timber Section End Fixity Pin:Pin Center Span 22.00 ft Beam Width = 3._500 in Elastic Modulus - 2000000 psi---- Left Cantilever = - - 0.00 ft Beam Depth p .. = 11.88 in .-...-...Beam Density = 35.O,pcf -Right Cantilever = - 0.00 ft Lamination Thickness = .0.00 in Load Duration Factor 1.25 UNBRACED LENGTHS Fb - Bending "" - = 2900 psi . Beam Wt. is Added to Loads Le Center Span = 2.00 ft Fv - Shear = 290 psi End Shear Calc'd at Support Le Left Cant. _• 0.00 ft Fc Bearing 750 psi Le Right Cant. = 0.00 ft " APPLIED LOADS Trapezoidal Load: DL: 33.Oplf @ lft, 33.Oplf @ rt LL: 47.Oplf @ lft. 47.Oplf @ rt from 11.50 ft to 22.00 ft -Point-Load: DL - 24.0 # .LL - 34.0-# at 13.50 ft -•- _. Point Load: DL = 80.0 # LL - 114.0 # at 15.50 ft Point Load: DL = 136.0 # LL = 194.0 # at 17.50 ft Point Load: DL - 1351.0 # LL - 1930.0 # at 19.50 ft Point Load: DL = 415.0 # LL - 594.0 # at 21.50 ft SUMMARY USING 3.500 x 11.875.Beam. Bending = 41.58%. Shear = 50.57% Max. Pos Mom @ 16.90 ft 11.36 k -ft Shear: Max. @ Left 0.85 k Reactions... DL Maximum Max. Neg Mom @ 22.00 ft - -0.00 k -ft ....used for dsgn = 1.28 k Left = 0.42 k 0.85 k Max @ Left 0.00 k -ft ....Area Req'd = 3.54 in2 Right 2.16.k 5.08 k Max @ Right = 0.00 k -ft Max. @ Right = 5.08 k Max. Allow Moment 27.33 k -ft ....used for dsgn = 7.62 k Deflections... _ fb : Max. Actual - 1657.9 psi ....Area Req'd - 21.02 in2 Center = -0.40 in -0.88 in Fb..a',al.11owable 3987.5 psi fv Max. Actual = 183.33 psi ....Dist 12.14 ft 12.320 ft Fv Allowable 362.5 psi ...L/Defl 668 299 Ck - .811(E/Fb)".5 19.05 Left 0.00 in 0.000 in Cs - (LeD/B"2)".5 - 7.01 Bearing Req'd @ Left - 0.33 in ...L/Defl - 0 0 Cv per UBC 2312.4.5 1.10 Bearing Req'd @ Right - 1.94 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 R O a .0 7 N M in 'T J CIJ GIJ D _j CIJ 1 . _..... 22.00 .._... 1 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -060157 0c)(25 Ccc-cVAJ 6 - 'T _ 2 O. 3 � N '� � c.• r 1--* t Loeo-+_ 1 Ei ciduAMoLt4 - 2t,�io Fuy--V-.` )�.t7o) :z D 4 _ ' LU 2.. ; ' X 1.4_�S.PS C _0!�� .►C!�. - 2�3. Ill . Lt _.(zooI�s�2d'Z223 R� 2 Y 2Z4 ►�S w k LL 2 - Y - -. -- -,.. TC F')R`A 33,E ( U � r ._.+ ' 020647 ' TI \F CAL1F��' �[ Z Lo`Q Ll r `'Z�Cc LI' IJV )q 'm !/ BE LOW . o 0 � � q O O Fwo�z- c3i. kr j"zLl - C.1v _ _ ...12o_c�: �.� _ 40 ��_I3a _°i l�,sL�j. �t3.46� l�s• � , ;59r U� ��g3i:1����2 %,���; a�3� lbs - �' - . • it 7,0) C�/ZEmu&L• 4 - U14 -r fZ CuqxOf •21 . -.. -�?ice �� ✓_1,L� � �5�-1� �- � 1 4- r - R cs�2fi2 is q� _ +r ; Zits i � -- --- -~~�F--T-F . . . . � . . ' t ' -- 1_1 j7 �� K'����r����� � ~ '�� - � .17. `-�',� '-T--� r- - ' ^ / . / | / � . Cj fi �-I l C jTI i T� C I ( �� _I_., ( L ► -' G=OQ.,Si LUC). AT i I ! ! .{:l� �� �- �I YV��_�lOt� l /�'^rJ_)I �t Z-j U�f I _!_:-1_._!_ •, f ce �I ors ���J'�_��� ,� • i ..• �_l:_`��s _I�-.�.. � 's Ir r dao I. J,lI i i i (� ' f��- � � ( �� � �- I_�-_L_;_._�.-.i I _�-t,--f, � � ' I � . ' , _� i__i__c.��.-!�_► i I r� - I--:----! ' _� t ' It ! I.TC I i t ! ! I _.L �-- ic- -- _ �1_T -!---; I i C.� • —iCTi C� _��: ttt� !It i- -! �� i 1%- .fir-�o-�� �- .I :-(_.. �_'" i--►-- ��' ,�I---�.-`-- � �� C. ! f ! , I-- �f I-) 1-I! � _, I i-I f �_�r-! I I f f I i�-I ! I � '�I I�--- I -:�-- � r-� I �I i• I (_� t � -�---I--f----i ! i 1 � CC1-(- C l 1 ' Jr-t (, • � I I I. l TOPS ORM 330:3; l.!THO.Ih: il. S.-A. - t _ , -V-: . 's a o41 4_1 2�ao tis. T +� 3' -t-�-t' — C�, q /(j 4 c ze" ft,� �1 . , _ tom. 4_1 2�ao tis. T +� 3' -t-�-t' — C�, q /(j 4 c ze" ft,� ��I- 2r.,n 1sT -_Ra I2gS -7 2 lhs ��c2= G� �V ISS C lob (� . T . ��:_1��xq���ctt�'1 ;z 121 Com` �T � r x ` t `nt <WL�= --.�pio La . :: ..... .... .. ~:::::: is :: ::�::: i.. t. .. ... .. _ .. .. . .. . L7 t _ __._.. [rr L _ , GG :::�.�::.:-. tN.: � :-iii :-:�.•-.� :::::- ,�:-.._:.•.::::.:-...:j_::...:.:_`:-�:..:..:� : :' : ::::1•.-- :. f::::::1 ......... 1'.::::: ::i. :.: ::::: :.: : !. .. ... ' _-.__._•-•_ ^.*--- __-_. •- j -- T - - - - - - ._�2__..� _ . _ :-r ... . _ . . . _ . . i _ . . _ - . ._.�.._. . . . . .. _ . -T^ . ! Date: January 13, 1999 utte �Ou12t L A N D O F NATURAL WEALTH A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Applicant: Marc Noel Permit Number : 98-2891 Attn: Steve Orsillo Contruction Assessor Parcel #: 068-330 29 Ridgeview Lane Oroville, CA 95966 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans ' [ Other ] 1 Action Required: / [X] Comply with Plan C eck List [ ] Resubmit Plans w' h Revisions As Required [ ] Return All Or* nal Materials and Revised Plans to the Building Department [ ] Other Should you have an questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney Date. January 13, 1999 Permit Applicant: Marc Noel Permit Number : 98-2891 Attn: Steve OrsilloConstructionn Assessor Parcel #: 068-330-020 29 Ridgeview Lane Oroville, CA 95966 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 25 square feet minimum window area required for master bedroom. One-half t_ o be openable. Revise energy calculations for additional window area. Show Health Department requirements for downstairs hallway and restroom wall construction on the plans. Provide height of ballon -framed wall- by scale it is over height for 2X6 studs. I need additional information on Paralam located in garage. Provide width measurement and ID (WS or ES Paralam). What is truss G bearing on at rear of truss? What is Truss H bearing on at rear of truss? These are not hanging from a girder truss. Are they hanging from paralam? 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 Friday. Martha Whitney "l 4, .;COUNTY OF BUTTE - DEPARTMENT OF"DEVOLOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12196) 3?p APPLICATION AND PERMIT ��� � �"9/ -Siff ►u Z O zomm BUILDING PERMIT Ts�101Q SO. FT. OCC. BUILDING VALUATION l,c / . O�CI - 00 wwa i ` 1 O o g� Tna►wN©� IO C_ cc c Y Lemm.S Ywu"o mmFe s Fireplace As—&Z5 Total Valuation $ AP=mr Ecr oFk EmMNM UCEME N4 Filina Fee S 20.00 Permit Fee i'7 < J aacWMCr an 04MORy Yau"o aooMs Plan Checkina Fee b euaoaoaOo Energy Plan Checking Fee 0✓��� $ PERMIT FEE _ /1-0 WT"o. sueonscrr Hum PAMCL W° PLUMBING PERMIT Fling Fee 20.00 U$EOF8TRUCTURE �� _� SF 0—Vupiex 0 Moblehome O Other avecfr Each Tr I 7.00 e Solar or heat um water heater 23.00 Water piping15.00 Each gas water heater or vent5.00 TYPE OF WORK New Addi 0 Remodcel 0 U,.ffER/ias 0 Indalation 0 Other 0 Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 I� PERMIT FEE $ ELECTRICAL PERMIT FOn ' Fee 20.00 Main Service =00= 23.00 :2- 3 j �cGl3 Main Service 2N+ To 1000A 48.00 NEW CONST. � OR ADO". 3.5tfc.x/S =c.Om.' YulTWunFT 97.50 EX. Occup. ounsr oil FKnvjm SAL FCffA APPIJ6 . 01i 5.00 EX. Occup.OMA"11 EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 8.50 Ventilation r r PERMIT FEt t Mobile Home Installation Fee = Energy Inspection Fee i $ �'— �1j V /VTMPE TOT ' FEE $ l i NAZ P -mo COf Po 6SUE 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. j By Date ��--- PERMIT EXPIRES ON �- ReceiptNo. — ��-.� f'-y�,r"''r''�i+�Z�.^ .r,'+'''�'> f'��y�^,.'Srti�j".�.� .fi'��1 '�1r ^�iC"/,�!'��.+�,s�•y �r �a'' yr °�3'rh'':l �`'("'2.r.�''���,gr� i��•��''. - '--- OI CD tD S O r— C d T D Q N .. `^ o D � -O N f - r O cn Q p N O. v N O T fD N N C� 0 0 m U-1 z�,ccc�u�2tzeus•�' Dec. 8. 1998 1:35PM MITEK INDUSTRIES INC. No.1050 P. 1/31 __=« «ACES -32 Ver. 1.1 »;>__--_=====A[ 921868 on<Dec M07S11044=46=1996 Pus omer Proect ORSILLO #� RH3235 Truss,ID AG Faamily #h / ; 1 p tc 6/12 Span ==BLd(4/20/1998)iv1.1=R====-=======___...==��S 15-0 Quantity _ INC, APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1■ -1250 3.50 1 -2■ -1945 2.3=-1839 5-6= 1748 6-7. 1180 2 -7■ -197' 3-7■ 865 S -1386 3.50 3.4.-1839 7-1- 1748 3-6■ 865 4-5=-1945 4 -6■ -197 PLATE OFFSETS(X■LEFT,Y-TOP):()6=3,21,EI7.3,21, Connect truss to girder with Simpson or equal Tike� hanger. 4X6 1X4 6X6 04 6X6 1X4 5-2-3 4-7-11 6-2-3 Q�19 Lxp 9-30-00 *CN �� OF C 06 L HL TO PK:8-4-10 R HL TO PK :8-4-10 LEFT HEIGHT:0-4-3 SPAN:15-0 RISE:4-1-3 RIGHT HEIGHT:0-4-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.143 TOP CHORD:2X4 No.i&Btr GR DF -L TOP 20 7 BOTT 5-6-0.388 BOT CHORD:2X8 No.l GR DF -L BOTT 0 7 LL.DEFL.@6-0.04 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 5■ 54 5- 1c 116 DEFLECTION(IN.) L.L■ 0.04,D.L=0.03,T.L=0.07 PLATES ARE MITEK M20.220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TPI95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 19 ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. "E COUN f'APrH0VEU- ..+_5��'�''Nz�{„e:�H`�kYF�^.wY'.�'tytb��_-..J,i-•,s.-r✓.iw11'std?✓•:�a�:�.:YeSS'r.��.�i5s^ rsl�ira•J"..'r'e!:wrf"✓✓"+i?'Y' .h,..,rY�c �;s.. ..f?e.5t:__i�.;r��iGS�•_-- _ _ ___ _ Dec. 8. 1998 1:35PM MITEK INDUSTRIES INC. No.1050 P. 2/31 ..=<e«ACES-32 Ver. 1 1»»===-__-___= E 921869 ]--__--__-o=««MOSS»»4:50 1998 Custtomer : ORSILLO FamiD1Y.# eC 7:11014:50 1998 Project #: RH3235 Truss ID i Top $etch : 6/12 Span 15-0 Quantity _ _ __--===- ==Bld(4/20/1998),v1.1-==a-===-'a===ma= - APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-20.546 3-4■ 485 2-4c 103 18-500 3.50 2-3•-546 4-1s 485 3•-636 3.50 r CC DEC 08 1338 7-6 I 1 L- 7-6 7-6 L HL TO PK:8-4-10 R HL TO PK :8-4-10 LEFT HEIGHT:0-4-3 SPAN:15-0 RISE:4-1-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2-0.549 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 20 7 BOTT 4-1=0.224 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.04-0.01 < L/360 WEBS :2X4 STANDARD GR DF-L -m-=.ame=�=ac===mec==x�c.==�-====�a====a-====----=-===a-==.ac.=mac==�-c==se�� REPETITIVELSTRESSESIUSED TE = 1.15 NO. OFGMEMBERS =n1 0. c. DEFLECTION(lk-) L.Lz 0.01,D.L■O.01,T.L■0.02 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. G #'Vo DENPPRU .,,z^'ri a .•':.N::.'_:./.t!'. .. ....._>. .:!r.r. ': . N .4.5.; �.rw ds:. n� :. .. .:. . �. ., f � rr .rs ✓ ,. .5..''..+'+. - "' _. - r. Dec. 8. 1998 7:36PM MITEK INDUSTRIES INC. No.1050 P. 3/37 ===««ACES -32 Ver. 1.1»»=========== t 921870 Customer : ORSILLO Mon Dec 7 15:24:53 1998 Project #: 153035 Quantity Al TopiPitch : 6/12 Span ■=BLd(4/20/1996),vi-1 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2--546 3-4. 485 2-4■ 103 10-500 3.50 2-3=-566 4.1= 485 3■ -500 3.50 3; 4X4 .��. `a FI with Simpson or equal 1 X4 With Simpson (_� 5 hanger. 7-6 1 15-0 ' 7-6 7-6 (4 -- p.. der or equal hanger. L. HL TO PK:8-4-10 R. HL TO PK :8-4-10 LEFT HEIGHT:0-4-3 SPAN:15-0 RISE:4-1-3 RIGHT HEIGHT:0-4-3 = c LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.549 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 4-1=0.224 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.64-0.01 < L/360 WEBS :2X4 STANDARD GR DF-L STR.INC.: LUMB a I. PLATE 1.15 SPACING - 24.0 in. o. C. REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.L= 0.01,D.L=0.01,T.L=0.02 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 44-6 GRD -A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANS1/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WH1CH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. JUTTE umy UILDING DEpAt4TlM.;: Dec. 8. 1998 7:37PM MITEK INDUSTRIES INC. No•1050 P- 5/31 .=_<< «ACES -32 Ver. 1.1» »_____=====DI 921872 l -====`='Mon S / <<"MOS15�24 581998 Customer ORSILLO TrueB ID BS Family # : 3312 Project #: RH36 Quantity • 2 Top Pitch : 612 Span 23-6 Sp� ==Bld(4/20/1998),v1.1=m===s=xa.===..c==..===a..==x.a==..c=v..=x•a=s=c=.-c=-.o=..c=a.c== TOP CHORD BOTTOM CHORD WEBS REACTIONS 512E 1-2=-5299 7-8. 2902 2.12. 627 5-9. 1122 Is -2W 3.50 2-30-4160 8-9z 2902 2 -11■ -1115 6 -9■ -375 7a-1534 3.50 3-4a-4248 9-10= 3699 3-11= 1740 6-8- S8 4 -S■ -2893 10-11. 3699 4-11■ 815 5-6••2855 11-12 4764 4.10■ 46 / 6-7=-3228 12-1- 4764 4-9•-1198 PLATE OFFSETS (x=LEFT,Y=TOP):IJ10-5,31,(J11.4,2), 4 3- 3-8-1 4-4-13 5X8 EXP. 4-4-13 . 3-8-1 Connect truss to girder 5X6 with Simpson or •;equal 4 `8 a HL -5 L1 --'L hanger. 3 8 1 8 B X11 9 15-0 19-9-15 23-8 3-8-1 4-9-15 3-3 3-3 4-9-15 3-8-1 (5 7 L. HL TO PK:8-2-9 R. HL TO PK :8-2-9 LEFT HEIGHT:0-4-3 SPAN:23-6 RISE:4-4-3 RIGHT HEIGHT:0-4-3` � . � LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0.180 TOP CHORD:2X4 NO.1&Btr GR DF -L TOP 20 7 BOTT 12-1-0.352 BOT CHORD:2X8 No -1 GR DF -L BOTT 0 7 LL.DEFL.911=0.07 < L/360 WEBS :2X4 STANDARD GR-DF-L- STR.INC.: LUMB = 1.15 PLATE 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING PAMEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 IAS UNIFORM 1. 7. 54 7-11. 14 11. 1. 150 CONCENTRATED 11= 1500 2 MEMBERS NAILED TOO. 1111 ROWS) OF .1310 1n. NAILS IZ In. o.c.(TOP CHS.),AND 1 ROW($) OF .1310 in. NAILS 4 in. o.c(BOTT. CHS.) For Webs use 1 ROW of NAILS 12 in. o.c. f DEFLECTION(IN.) L.L■ 0.07,D.L■O.O5,T.L■0.11 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) UITE C[� �I� PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLT(EXCEPT AS SHOWN)DESIGN CONFORMS W/MI�4 D'E IGS, SPECS, UBC`94 FOB0,1JI1SI/TPI95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RAR,0�lSU�L �$L FARC, CT OORR ENGINEER ve x'':.•.f:r.Y.,r-�r:%JY"'�°.i"rYr�rT�;^..,a: _ - I r , Dec. 8. 1998 7:37PM MITEK INDUSTRIES INC. No -1050 P. 6/37 =a -««ACES -32 Ver. 1.1»»=----===a [ 921873 Mon Dec 7 15:25:04 1998 Customer : ORSILLO Project #: RIi3235 Truss ID : B10 Family : 3 4 Top Patch 6 12 Span 23-6 Quantity 1 _ =agld(4/ZO/1995),vl.10--===--ce_=s�-c==a�.a=eaa>•-e=a---==o..c=a.e==--a=a-e==--c=a-ac=a.- APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1■ -925 3.50 1-2■.1297 6-7. 1149 2 -3■ -1038 7-8= 927 2-8•-249 3-8■ 211 6■ -789 3.50 3 -4■ -927 8-18 1149 4 -5■ -1038 5-6=-1297 3-7■ 0 4-7. 211 5-7z-249 Dic 9 B ���',"'.�.� PLATE OFFSETS (X=LEFT,T■TOP):IJ3=4,2.53,IJ7=4,21, 3; NO• a-8-1 4-8-1 4-9-10 4-8-1 4-8-1 }q- �� 6X8 5X6 3 4 9-4-3 i 14-1-13 23-6 9-4-3 4-9-10 9-4-3 (3 5 girdAt _ . with Simpson or etiow Lo S Z-4�, jlanrlt,; 1 L HL TO PK:10-5-7 R HL TO PK :10-5-7 LEFT HEIGHT.0-4-3 SPAN:23-6 RISE:5-4-3 RIGHT HEIGHT.0-4-3 - LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0.274 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 8-1-0.362 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@8=0.04 < L/360 WEBS :2X4 STANDARD GR DF -L so==a TR. INC!. IEDTE = 1.15 FGO. c.RETITIVERESSESUSNO. OMEMBERS =1 DEFLECTION(IN.) L.L■ 0.04,D.L■O.03,T.L■0.07 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT SLOG ARCHITECT OR ENGINEER. ..... ..rC7%"%c_:_ c� tf+'vr..e._'..'y" vrs_4'r X.1•' srJ. .a.'":.5�54•'.e;�!�!ar - ,,:; f;. v�r:,c:s-•r.,rano'-'r:r•;i.•r.,..rr cs,�+:.vsm:�.;:; -- — — Dec. B. 1998 7:38PM MITEK INDUSTRIES INC. No.1050 P. 7/37 .==««ACES-32 Ver. 1. i»»=-=_-__---= [ 921874 J Mon Dec 7 15:25:09 1998 Cue Omer PM ORSILLO #: RH3235 Trues ID B 1 Family # 104 Top Pitch 6/12 Quantity : _ Span 23-6 ___ - _ - -� -a -- CAPPROVED FOR MITEK INDUSTRIES INC. TOP CHORD BOTTOM CHORD WEBS 2-7.263 E REACTIONS - SIZE 1■ -925 3.50 1 -2■ -1243 2-3&-1083 5.6= 1103 6-7. 739 3-7= 394 3-6a 394 5--789 3.50 r C 3-4-1083 7-1. 1103 4-5=-1243 4-6--263 PLATE OFFSETS with Simpson or L� h g p U-8 -,- B3C 8-0 7-8 is 6 irder equal hanger. -- L HL TO PK:13-1-10 R HL TO PK :13-1-10 LEFT HEIGHT:0-4-3 SPAN:23_-6 RISE:6-2-11 RIGHT HEIGHT:0-4-3 LOADING (PSF�. MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.309 TOP CHORD:2X4 -No.l&Btr GR DF -L TOPBOTT 7-1=0.330 BOT CHORD:2X4 No 1&Btr GR DF -L BOTT 20 7 LL.DEFL.®70.04 < L/360 WEBS :2X4 STANDARD GR DF -L o-O==�==___--___�__=__ REPETITIVELSTRESSESIUSED TE = 1.15 SPACING OFGMEMBERS =n1 0. C. DEFLECTION(IN-) L.L- 0.04,D.L&0.03,T.L=0.07 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHONN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/1P195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR -ENGINEER. 8� OLS cpumr G ®E-PAn ti PPRi V ✓.�'+. �.(C. .,t'✓..!, �'r.. ..+1"G'i.;;+'a . '.. �?�!';t''U-r1? �.Ft:w,' ,2f_+.64 :. Kvn- �� '--i .: .:!W ;,!.+.- .,+... r ��, •��rt ,. s:'+.',:.+.,...w.,. -. , "id.'•1 Dec. 8. 1998 7:39PM MITEK INDUSTRIES INC. No.1050 P. 9/37 2 Ver. 1.1»»== [ ems=« «ACES -3 --� 921876 DeC# 7:13.45`17 1998 Custfomer #: ORSILLO RH3235 28 Fon 62%12 Project 26-0 Quantity : Top Pitch : Span : w=BLd(4/20/1998),v1.1= =c=..==sss=as.===s ss_oss=a ..=a..==..=�..__ REACTIONS SIZE TOP CHORD BOTTOM CHORD 7-8. 6227 2-12. 61 WEBS 5-9■ 1023 1-1239 3.50 1-2-2263 2-35-1938 8-92 4485 2 -11■ -299 6 -9■ -2242 Ta -3281 3.50 3-4=-2396 9-10= 2454 3-11■ 200 6-8. 3089 4.5■ -2396 10-11■ 1730 3-10■ 788 5-6=-2749 11.12. 2000 4 -10■ -.305 6 -7■ -6926 12-1■ 2035 5-10-69 PLATE OFFSETS (X■LEFT,Y■TOP):EJ3=4,2.53,(15■4,2.53,(J8.5,1.53,IJ10=5,33, Igo, L, 2-0 -8- -4- - 1 - -1 -3- 0 x1� 3-8-1 3-8-1 5-7-13 5-7-13 6X8 3X4 6X8 -rAA Q6.Gtr�'' 3 6 4X6 4XS 2 8 3X5 4X5+3X5 3X6 4X5 10X10 4X5 3X8 -6 4-10-3 5-7-13 5-7-13 4-10-3 -6 L HL TO PK:8-2-9 R HL TO PK :8-2-9 LEFT HEIGHT:0-4-3 SPAN:26-0 RISE:4-4-3 RIGHT HEIGHT:0-4-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER i&Btr GR DF -L L TOP 3-40.222 TOP CHORD:2X4 No. TOP 20 7 BOTT 7-8=0.318 BOT CHORD:2X8 No.1 GR DF -L BOTT 0 7 LL.DEFL.®10=0.06 < L/360 WEBS :2X4 STANDARD GR DF -L a.�--�c==�sc�3= HR. C.: LUMB 5 PLATE = 1.15 SPACING REPETITIVE STRESSES NOT USED N0. OF MEMBER - 2 LOADING STRESS INCREASE LOADING PANEI(PLF) / JO1NT5(LSS) LUMBER PLATE TYPER1��� ®EP`'i`l►/ E_ T 1 1.15 1.15 UNIFORM 1- 7■ 54 7- 1= 14 1�1 CONCENTRATED 8. 2500 2 MEMBERS MAILED TOG. W/1 ROW(S) OF .131x3 In. NAILS 12 In. o.c.(TOP CHS.),AND 2 ROW($) OF .13123 in. NAILS 5 in. O.C(BOTT. CHS.) FOc__Vebs us* 1 ROW of NAILS 12 1n. o.c. DEFLECTION(IN.) L:L■ 0.06,0.14.04,T.L=0.10 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN 13 FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER Dec, 8. 1998 7:39PM MITEK INDUSTRIES INC. No,1050 P. 10/37 ===««ACES -32 Ver. 1.1»»===-__�____ ( 921877 Mpoon 7.132245:24 1998 Customer : #: ORSILLO RH3235 Truss ID : C10 miDec# 6/12 Project 26-0 Quantity 1 Top piYtch : Span c.Bld(4/20/1998),v1.1===ac==3a====sa=c==ra===sac===3aa==sa===aa==m.===ac=7.c==mcc=psc-= REACTIONS SIZE TOP CHORD 1-2-15007-8. BOTTOM CHORDWEBS 1329 2 -10■ -223 6.8■ -223 1■ -1010 3.50 3.50 2-3=-1285 8-9■ 1085 3-10. 228 7■ -1010 3-4=-1188 9-10. 1065 4 -5■ -1188 10-1. 1329 4 -9■ -169 97 5-6=-1285 6.7c-1500 5-9. 169 5.8= 228 PLATE OFFSETS (X■LEFT,Y■TOP):Ej3.4,2.5),E15=4,2.51,[19=4,23, 3: -8-1 4-8-1 6X8 �;X? - -13 3-7-13 *X.J. . 1X4 6X8 sr}'� 04 C'�'� 3X4 5X8 3X4 F- 8-0 13-0 I 18-0 26-0 8-0 5-0 5-0 8-0 ;5 L. HL TO PK:10-5-7 R. HL TO PK :10-5-7 LEFT HEIGHT:0-4-3 SPAN -26-0 RISE:5-4-3 RIGHT HEIGHT:0-4-3 a c N"= _ G _ 0 ( G PSF= _ _ 2 LOAD� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.203 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 7-8-0.332 BOT CHORD: 2X4 No.i&Btr GR DF -L BOTT 0 7 LL.DEFL.09-0.06 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.Lm 0.06,D.L=0.04,T.L=0.10 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. JUTT'E CC UNI f WILDING UE•PARTMEN"'. APPROVED :rr.. �.; .•. -1� - ;,�;� . ,.f`+.Cc.? r r.r•..c+•.}. Yom" .._ •,�' ✓!+�%,,�i.r-S;Sd�M.N .a' - 'ti•r .. .. . - .. - - Dec. 8. 1998 7:40PM MITEK INDUSTRIES INC. No -1050 P. 11/37 a==« «ACES -32 Ver. '[ 921878 1.1»»-==�___��_� Mon Dec 7 15:25:29 1998 Cue omen ORSILLO #: RH32235 Truss ID C12 Family # : 324 ', 6/12 Pro3ect Span ==Bld(4/20/1998),vl.lcc==�¢==acs===.====c====a.=aacoo=aIIao�cc=oca==cc==ca=sco==c===s®=o 6Quantity 1 Top Pitch : APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD 1-2■-1452 BOTTOM CHORD 6.7z 1288 WEBS 2 -9■ -256 SIZE REACTIONS S12E REACTIONS 3.50 3.50 2.3■ -1261 7-8. 958 3-9a 335 6a-874 DEC D 3 -4m-968 8-95 958 3-8. 36 OEESSION� �C 4-S■-1261 5 -6■ -1452 9.1= 1288 4-8. 36 pONG256 5 -7■ -335 PLATE OFFSETS (X■LEFT,Y■TOP):Ej3■4,2.5),EJ4=4,2.53,EJ8■3,21, 3: 5-8- 618 6X8 4 5-8-1 w• --- EXP 9 `5 �Irder with Simpson or equel- L- ? .— hanger. I 8-0 13-0 18-0 - 8-0 5-0 5-0 8-0 L HL TO PK:12-8-4 R HL TO PK :12-8-4 LEFT HEIGHT:0-4-3 SPAN:26-0 RISR:6-4-3 RIGHT H_FIGHT:0-4-3 _ _IIG--..-mo---3m1II�--.�IIIIC�—�OtIIC==met mlC�='�IIC=DSII--7IIC—�IIi—��II�—..9ri--... LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.294 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 6-7=0.327 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.08=0.05 < L/360 WEBS :2X4 STANDARD GR DF -L cCO3scC=am¢c.=aa��==oma==--lmII===SJSII=�==p�o:��='A IIIIC==� LSTPLATE 1.15 SPACING lno. c. REPETITIVE STRESSES NOOMEMBERS i DEFLECTIONO N-) L.Lw 0.05,D.L=0.04,T.L=0.09 PLATES ARE MITEK M20.220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS V/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. WILDING DEPAFaMizpn. APPROVED Dec. 8, 1998 7:40PM MITEK INDUSTRIES INC. No.1050 P. 12/37 ==a««ACES-32 Ver. 921879 Mon DeC 7 15.25:34 1998 Custromer Project : ORSILLO #: RH3235 Truss ID : C Family # : 104 Top Pitch 6/12 Span : 26-0 Quantity . 4 --B(d(4/20/1998).v1.1--r==--c===amac==="=======ams===--c==a-m==p-mc=ommc=�--¢=0aaac=o-- APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD 1-2-1382 BOTTOM CHORD 5-6- 1227 WEBSEACTIOM3 3150 2 -7■ -293 2 -3■ -1202 6-7. 841 3-7■ 438 5•-874 3.50 3.4■ -1202 6 -5■ -1382 7-1■ 1227 3-6o 438 4 -6■ -293 i 6�ity PLATE OFFSETS 0 Connect truss to girder with Simpson or equal_ L.v s 2-L-_ hanger. 8-10-3 �, 17-1-13 26-0 8-10-3 8-3-11 8-10-3 L HL TO PK:14-6-7 R HL TO PK :14-6-7 LEFT HEIGHT:0-4-3 SPAN:26-0 RISE:6-10-3 RIGHT HEIGHT:0-4-3 - LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.382 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 7-1=0.388 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL-DEFL.@7=0.05 < L/360 WEBS :2X4, STANDARD GR DF -L - STR.ZNC.: LUMB = 1.15 PLATE 1.15 SPACING - 24.0 in. o. C. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L- 0.05,D.00.04,T.L=0.09 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/MDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. v PYU/LPA �� cov /No �� Ni �, ;e1,,�.s �:;m--�;.:Y .n �..,, .P ..ra.:y�I-i✓«F'.':,::..:�i::c-:.F ...r _ ...3 .�: ..c ..�' -. `- -. � - c': Dec• 8. 1998 1:40PM MITEK INDUSTRIES INC. No•1050 P. 13/31 • ■==««ACES -32 Ver. 1.1»»===-__�_-_- [ 921880 Customer ORSILLO Mon Dec 7 15:25:39 1998 Project #: RH3235 Truss ID : C1 Family # : 104 Span 26-0 Quantity - 1 Top Pitch . 6/12 =-BLd(4/20/1998),V1.1= aannnnmannn==ma=_=sacra==.c===-cc==aaz TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-1382 5.6= 1227 2-7••293 1=-874 3.50 2.3■ -1202 6-7■ 841 3-7= 438 5=-874 3.50 �1 3-4=-1202 7-1= 1227 3-6■ 438 - �p 4.5■ -1382 4-6-293N(G CIU' A A l� 6-9-4 Connect truss to Order with Simpson or a ggueal L S 3X5 1 1X4 6-2-12 314 04 3 is -A- 6-2-1 314 OF 'i onnecl truss to glyder 1X4 with Simpson or equal L� s z -e-.__ hanger'. 8-10-3 i 17-1-13 I 26-0 8-10-3 8-3-11 8-10-3 3X3 6 L HL TO PK:14-6-7 R HL TO PK :14-6-7 LEFT HEIGHT:0-4-3 SPAN:26-0 RISE:6-10-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2-0.382 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 7-1-0.388 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.®7=0.05 < L/360 WEBS :2X4 STANDARD GR DF -L REPETITIVELSTRESSESIUSED TE = 1.15 NO. OFGMEMBERS =n1 0. C. DEFLECTION(IN.) L.L='0.05,D.L■0.04,T.L■0.09 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. 0 PA lyn 41 W _ii:•+c: ry +nfw,}^,�� ?�st"�<si�'''�csa:.�.�f •a. +( a ,��r vin .f` . _ ., . .. .. ... •.,c's ;.' .. .:. r Dec, 8, 1998 1:41PM MITEK INDUSTRIES INC. No•1050 P. 14/31 .=-««ACES-32 Ver.1.1»»-----___--_ [ 921881 Mon Dec 7 15:25:43 1998 Customer : ORSILO Project #: RH3235 Truss ID : C2 Family # : 104 Pitch 6/12 Span 26-0 Quantity . 2 a-sLd(4/20/1998),v1.1====s.sc===a--a======ss�_=cc==--====mssco=s.c==O-sc==sss===m.Q===a Top : APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD BOTTOM CHORD 1.2v-1382 5-6o 1227 WEBS 2-7--293 REACTIONS - SIZE 1--874 3.50 /��a MC 2.3■ -1202 6-7. 841 7 -In 1227 3-7. 438 3-6= 438 5■ -1010 3.50 3-4=-1202 4-5--1382 4-6--293 OC)NV`"L el PLATE OFFSETS (X=LEFT Y■TOP):(J7.3,2), U 19, Exe 9-3 1 3: -W-• -9-4 6-2-1 414 -2-12 ;�:onnecl truss to girder, with Simpson or_ equal L-05 22(, _ hanger. B-10-3 I 17-1-13 I 26-0 - 8-10-3 8-3-11 8-10-3 L HL TO PK:14-6-7 R HL TO PK :14-6-7 LEFT HEIGHT.0-4-3 SPAN.26-0 RISE.6-10-3 RIGHT HEIGHT:0-4_3 - a LOADING (PSF)) MAX STRESSES MINIMUM GRADE OF LUMBER�= L b TOP 1-20.382 TOP CHORD:2X4 No.I&Btr GR DF -L TOP 20 7 BOTT 7-1=0.388 BOT CHORD:2X4 No.I&Btr GR DF -L BOTT 0 7 LL.DEFL.@7=0.05 < L/360 WEBS :2X4 STANDARD.GR DF-L ST INC.: LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) l.L- 0.05,D.L-0.04,T.L■0.09 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. ,q���N Fpq'. �x�iias'�s°lr�t........�+ti�r&�'L� r Y�+ = v rsr. Soi c l_r.7F-.. C ;s sfe ss� �1 r r,�?s✓ri.ir Dec. 8- 1998 7:42PM MITEK INDUSTRIES INC. No 1050 P. 17/37 Ver. 1.1»»===�______= I 921884 1 =__=====--=««MOSS»»====--___ ==-««ACES-32 Cus omen ORSILLO Pro3ect #: RH3235 Truss ID C121 Mon Dec 7 15:25:597;98 Family # : 3 4 Span 26-0 Quantity 1 Top Pitch _ 62%12 -=Bld(4/20/1998), - REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD 1 -2■ -1452 BOTTOM CHORD 6-76 1288 WEBS 2 -9■ -256 1=-874 3.50 2 -3■ -1261 7-8. 958 3-9. 335 6=-1010 3.50 3 -4■ -968 4.5=-1261 5.6•-1452 8-9= 9S8 9-1■ 1268 3-8= 36 4-8. 36 4-7. 335 5-7-256 int (of S;!C,��� PLATE OFFSETS (X■LEFT,Y=TOP):0 3=4,2.53,(j4.4,2.53,(18=3,21, R=2 5-8-1 -10 6> 8 6X8 �O Connect truss to girder with Simpson or equal w,- z4_..— hanger. 8-0 ( 13-0 I 18-0 26-0 ; B-0 5-0 5-0 8-0 i5 L. HL TO PK:12-8-4 R. HL TO PK :12-8-4 LEFT HEIGHT:0-4-3 SPAN:26-0 RISE:6-4-3 RIGHT HEIGHT:0-4-3 LOADING (PSFZ MAX STRESSES -MINIMUM GRADE OF LUMBER L D TOP 1-2-0.294 TOP CHORD:2X4 No.i&Btr GR DF -L TOP 20 7 BOTT 6-7=0.327 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.08=0.05 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.ls 0.05,D.L■O.04,T.La0.09 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. `BUTTE D®UNI f WILDING DEPAr4Tjopj�,- APPR#-% V PLATE OFFSETS (XDLEFT,Y■TOP):[13=4,2.5],[15=4,2.53,[19.4,2), 3; 4-8-1 3-7-13 ' 3-7-13 6i8 1 J 8X8 a 4-1 C �� VF Connect truss to girder with Simpson or equal L-"5 Zcv_ hanger. 1 8-0 13-0 f 18-0 28-0 8-0 5-0 5-0 8-0 is L. HL TO PK:10-5-7 R. HL TO PK :10-5-7 LEFT HEIGHT:0-4-3 SPAN:26-0 RISE:5-4-3 RIGHT HEIGHT:0-4-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.203 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 7-8-0.332 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@9-0.06 < L/360 WEBS :2X4 STANDARD GR DF -L a = = m c STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING : 24.0 in. o. C. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.l= 0.06,O.L■0.04,T.L=0.1O PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 646 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REODKONSULT BLDG ARCHITECT OR ENGINEER. JUTTE COUNT t WILDING DEPgRTnAEpy; "tjPROVED r' r Dec. 8. 1998 7:42PM MITEK INDUSTRIES INC. No 1050 P• 16/31 _.=« <cACES-32 Customer : ver. 1.1 »»____===--4=E ORSILLO 921883 Mon Dec 7 15:25:54 1998 Project #: RH3235 Truss ID : C101 Family # : 34 Span : 26-0 Quantity : 1 Top Pitch . 6% --B1d(4/20/1998),v1.1========es9======a==c ============= TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1.2=-1500 7-8- 1329 2 -10■ -223 6-8--223 1■ -874 3.50 2-36-1285 8.9@ 1085 3-10. 228 7=-1010 3.50 3-4=-1188 '9-10= 1085 3.9■ 169 4-5=-1188 5-6=-1285 10-1■ 1329 4 -9■ -197 5-9■ 169 QEC o 6-7-1500 5-8= 228 ..� �� �.cc �¢in�� PLATE OFFSETS (XDLEFT,Y■TOP):[13=4,2.5],[15=4,2.53,[19.4,2), 3; 4-8-1 3-7-13 ' 3-7-13 6i8 1 J 8X8 a 4-1 C �� VF Connect truss to girder with Simpson or equal L-"5 Zcv_ hanger. 1 8-0 13-0 f 18-0 28-0 8-0 5-0 5-0 8-0 is L. HL TO PK:10-5-7 R. HL TO PK :10-5-7 LEFT HEIGHT:0-4-3 SPAN:26-0 RISE:5-4-3 RIGHT HEIGHT:0-4-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.203 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 7-8-0.332 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@9-0.06 < L/360 WEBS :2X4 STANDARD GR DF -L a = = m c STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING : 24.0 in. o. C. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.l= 0.06,O.L■0.04,T.L=0.1O PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 646 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REODKONSULT BLDG ARCHITECT OR ENGINEER. JUTTE COUNT t WILDING DEPgRTnAEpy; "tjPROVED . r ./��Y"�4C SN�� - �.�"'..•^w^J"Ct25;r'. e+'',f'"���fY.:�a:. sua,;.� �..?..✓�.�"°�-�'�" Dec. 8. 1998 7:41PM MITEK INDUSTRIES INC. No•1050 P- 15/31 ===<< «ACES -32 Ver 1.1»»========a==L 921882 J===a=======<c«MOSS Mon Dec 7 » »=saaa==== 15.25:47 1998 Custromer : Proaect #: ORSILLO RH3235 Truss ID : C81 Family # : Top Pltch 3�4 62%12 Span 26-0 Quantity : 2 : - ==Bld(4/20/1998),v1.1==aaa======..as=======maa=========a=====a..=== =am =====as=====aa=== TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1.2=-4460 7-8. 4010 2-12a 506 5-9. 868 10-2185 3.50 2 -3■ -3552 8-9. 3724 2-11=-611 6 -9■ -611 78-2321 3.50 3.4--3931 9-10- 3171 3-11. 868 6-8■ 506 4 -5■ -3931 10-11= 3171 3-105 899 5-6--3552 11-12. 3724 4-10=-305 6 -7■ -4460 12.10 4010 5-10. 899 PLATE OFFSETS (X=LEFT,Y■TOP):[J3■4,2.5),IJ5=4,2.51,Cj10.5,31, 4: 6> 8 -G/&M!►��IQ�aF=tet' t♦`s�c��.e 3J4 6X8 s i6 Connect truss to girder with Simpson or equal 80 AOS _2 c -_? hanger. %�' -6 4-10-3 5-7-13 5-7-13 4-10-3-> ' ! L. HL TO PK:8-2-9 R. HL TO :8-2-9 LEFT HEIGHT:0-4-3 SPAN:26-0 RISE:4-4-3 RIGHT HEIGHT:0-4-3 LOAD ING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0.286 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 20 7 BOTT 8-9-0.316 BOT CHORD:2X8 No.l GR DF -L BOTT 0 7 LL.DEFL.910a0.08 < L/360 WEBS :2X4 STANDARD GR DF-L =�acc====-asaccc=���.-.=aaaaC=====�=�-=asaaammc======-aaa=====�=ac.===aaac==�===aa STR.INC.: LUMB = 1.15 PLATE 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM I. 7w 54 7. 1= 116 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 1n. NAILS 12 in. o.c.(TOP CHS.),AND 1 ROW(S) OF .131x3 In. NAILS 12 In. c.c(BOTT. CNS ) For Webs use 1 ROW of NAILS 12 in. o.c. DEFLECT IONCIN.) L.La 0.O8,D.L■O.06,T.L=0.14 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. Dec. 8. 1998 7:43PM MITEV INDUSTRIES INC. No.1050 P. 19/31 ___««ACES -32 Ver. 1.1»»_______ = L 921886 I== ===««MOSS» Cus omer : ORSILLO Mon,Dec 7 15.26:07 1998 Project #: RH3235 Truss ID : DE Family # : 101 Span • 13-0 Quantity - _ 1- Top Pitch : 6/12 NOTES/2o199s)�able study spaced at 16 inches o.c = =.a==a======= 2 -Brace vertical tuds in'accordance wi h standard gable end detail 3 -Continuous bearing provided alon entre bottom chord 4 --Provide 1X4 plate at each endo gab a stud unless otherwise noted 6-6 I 13- 6-6 6-6 L. HL TO PK:7-3-3 R. HL TO PK :7-3-3 LEFT HEIGHT:0-4-3 SPAN:13-0 RISE:3-7-3 RIGHT HEIGHT:0-4-3 LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER L TOP CHORD:2X4 No.1&Btr GR DF -L BOTT 20 7 LL.DEFL.@0-0.00 < L/360 WEBSCHORD.2X4 STANDARD GR Dl&Btr GR F -L STR INC.: LUMB - 1.15 PLATE -= 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L• 0.00,D.L@O.00,T.L=0.00 PLATES ARE MITEK M20-220,790 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. QN a . ti . r.+ .w7 - -.^. .'.n•tl;:.v �i.r ...L .+.< Ft . rrrd ✓..:' , .. � -,.. . ,. ....,. ,.. - Dec. 8. 1998 7:43PM MITEK INDUSTRIES INC. No•1050 P. 18/37 ===««ACES -32 Ver, 1.1»»--=___-___= t 921885 l -__@____==¢««MOSS»»-==== -- Cuslomer : ORSILLO Mon Dec 7 15.26:04 1998 Project #: RH3235 Truss ID D Family # 101 Span : 13-0 Quantity : 3 Top Pitch . 6/12 ==BLd(4/20/1998),v1.1=ss--ao===xa-•ca=====om---a====xm-mc====aem-====-+===s--====m-c====x TOP CHORD BOTTOM CHORD VERS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1 -2■ -470 3-4■ 41B 2-4. 89 1=-568 3.50 2-3=-470 4-1■ 418 3=-568 3.50 MC 08 A1938 - 3) G tk� 4X4 ,�\ C.EVIL 00'. 6-6 F 13- 6-6 6-6 L. HL TO PK:7-3-3 R. HL TO PK :7-3-3 LEFT HEIGHT:0-4-3 SPAN:13-0 RISE:3-7-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2-0.388 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 4-1-0.174 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@4=0.01 < L/360 WEBS :2X4 STANDARD GR DF -L m m m c = _ _- = m m c c STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L- 0.01,D.L=0.01,T.L■0.02 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WNDS DESIGN SPECS, UBC 94-ICBO,ANSI/TPI95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. 1F3U1t011v.CpUM r it 14 e0 Dec- 8. 1998 7:44PM MITEK INDUSTRIES INC. No,1050 P. 20/37 =••««ACES -32 Ver. 1.1».»--�________ { 921887 )-mam.--====««MOSS»»===.=smaas CUB omer : ORSILLO Mon Dec 7 15:26:10 1998 Project #: RH3235 Truss ID : DG Family # : 104 Span : 13-0 Quantity : 2 Top Pitch : 5/12 ==BId(4/20/1998),v1.1====swMum mmmssssss= =====assnsm===========MM M========as�=sa=====___ TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2a-7007 5-6■ 6510 2-7=-335 1--3914 3.50 2.3=-6841 6-7. 4412 3-7■ 3160 5--3914 3.50 3-4--6841 7.1- 6510 3-6= 3160 4 -5■ -7007 4 -6■ -335 PLATE OFFSETS(XQLEFT,Y■TOP):CJ6=3,21,C)7=3,21, 4 Oev, ^�1 FSA a� DUNG -14 - -5-2 13- 3-6-14 2-11-2 2-11-2 3- u� � 14 4X8 3sl CIV«- O' nc ra���� 7x6 7X6 4-6-10 i 8-5-B 13-0 4-6-10 3-10-13 4-6-10 48 L. HL TO PK:7-0-8 R. HL TO PK :7-0-8 LEFT HEIGHT:0-4-1 SPAN:13-0 RISE:3-0-9 RIGHT HEIGHT:0-4-1 --�¢smmv����saoeecc==ecce=eccec=cccccccemseaoass�amcceec==--------x¢ama�omeccccc LOADING (PSFD MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.179 TOP CHORD:2X4 No.l&Btr GR DF -L BOTT 30 7 LOLTDEFL @6=0608 < L/360 WEBSCHORD:2X4 STANDGR DDGR-LDF-L STR INC : LUMB = 1.15 PLATE = 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LSS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- S■ 74 5- 1■ 542 "2 MEMBERS NAILED TOO. W/1 ROW(S) OF .1314 in. NAILS 12 in. o.c.(TOP CHS.),AND 1 ROWS) OF .131x3 in. NAILS 3 In. o.c(BOTT. CNS.) For Webs use 1 ROW of NAILS 12 in. o.c.r DEFLECTION(IN.) L.L- 0.08,D.L-0.04,T.L-0.12 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. TACE OF JOINT, SYMMETRICALLT(EXCEPT AS SHOWN)DESIGN CONFORMS WNDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLT.FOR PERMANENT AND TEMPORARY BRACING(WHICH 13 ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. JU TTE COUNT V 11-UrLDINO UEPARTME Pit PP®VE Dec. 8. 1998 1:45PM MITEK INDUSTRIES INC. No.1050 P. 22/31 •==««ACES -32 Ver. 1.1»»== ______ [ 921889 ] --===««MOSS»»6=====a•o Cuss omer : ORSILLO Mon Dec 7 15.26:18 1998 Project #: RH3235 Truss ID : BE Family # : 103 Span 17-0 Quantity : 1 Top Pitch : 6/12 =B(d(4/20/1999) NOTES: 1 -Gable stud spaced at 16 inches o.c. 2�-Brac vertcal tuds in accordance witch standard gable end detail 3 Contii nuous bearing provided alon? entire bottom chord" 4 -Prov de 1X4 plates at each end o gable stud unless otherwise noted DEC a 8 4-0-10 4-0-10 4X4 NO. C04y'i 1' EXP 9-30-W S-6 17- 8-6 8-6 (4 L. HL TO PK:9-6-1 R. HL TO PK :9-6-1 LEFT HEIGHT:0-4-3 SPAN:17-0 RISE:4-7-3 RIGHT HEIGHT:0-4-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.00=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE a 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.L= O.00,D.L■O.00,T.La0.00 PLATES ARE MITEK M20.220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WNDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACIkG(YHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. Dec. 8. 1998 7:44PM MITEK INDUSTRIES INC. No.1050 P. 21/37 ==-««ACES-32 Ver. 1.1»»==--======= ( 921888 CusI;omer : ORSILLO Mon Dec 7 15:26:14 1998 Project #: RH3235 Truss ID : E Family # : 103 Span : 17-0 Quantity : 1 Top Pitch : 6/12 a=BLdd(A/20/1998),v1.l=saomc======oe.�a�====o======aa�n�====___=���=a===s�cC====oasaa=== TOP CHORD BOTTO04 CHORD WEBS REACTIONS - SIZE APPROVED FOR NITEK INDUSTRIES INC. 1 -2■ -845 S-6. 748 2-6--223 1--704 3.50 2-3x-619 6.1= 748 3.6= 335 5■ -704 3.50 3.4--619 4 -6■ -223 4-5=-845 3; DEC 08 199A 4-0-10 4-0-10 4-5-6 10 #Nxi5p:'r-99!3�0 919 .� 4X4 w Ra B -B 17-0 ; 8-6 6-6 :4 L. HL TO PK:9-6-1 R. HL TO PK :9-6-1 LEFT HEIGHT:0-4-3 SPAN:17-0 RISE:4-7-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.155 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 20 7 BOTT 6-10.307 BOT CHORD:2X4 No.i&Btr GR DF -L BOTT 0 7 LL.DEFL.@6=0.02 < L/360 WEBS :2X4 STANDARD GR DF -L - - STR -_ INC.: LUMB - 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 OEFLECTION(IN.) L.L■ A.OZ,D.L=0.01,T.1■0.04 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. "UILQ tYG E COUN1 r PLATE OFFSETS (X=LEFT, Y■TOP):CJ3all, 21,1)7=4,21,IJBa5,1.5), 3; 4-2-6 - 4-2-6 4 i[ NI _). EA 5X6 OF C. 3X8 8X8 3X8 4-3-10 9-0 I 12-8-6 17-0 4-3-10 4-8-6 3-9-6 4-3-10 ;6 L. HL TO PK:9-6-1 R. HL TO PK :9-6-1 LEFT HEIGHT:0-4-3 SPAN:17-0 RISE:4-7-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.253 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 7-8-0.699 BOT CHORD:2X8 No.l GR DF -L BOTT 0 7 LL.DEFL.07=0.08 < L/360 WEBS :2X4 STANDARD GR DF -L s a m m a c ........... STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOAOINO STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- S• 54 5- 7■ 14 7- 1■ 456 "CONCENTRATED 72 2200 WEB: 3-7 TO BE 2X4 No.18Btr OR DF -L 2 MEMBERS NAILED TOO. W/1 ROW(S) OF .1314 in. NAILS 12 in. o.e.(TOP CHS.),AND 1 ROW(S) OF .131x3 in. NAILS 3 In. o.c(BOTT. CHS.) fFor Webs use 1 ROW of NAILS 12 in. o.c. / DEFLECTION(IN.) L.L■ 0.08,D.L■O.05,T.L■0.13 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A-446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOIJN)DESIGN CONFORMS V/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TPI95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ACHITECT_.OR ENGINEER. BOILDING DEPARTMEW ' P,PPROVELD Dec. 8. 1998 7:45PM MITEK INDUSTRIES INC. No.1050 P. 23/37 =mac«<ACES-32 Ver 1.1»»======--m== E 921890 ] =a== =====««MOSS»»-==______ Customer: ORSILLO Mon Dec 7 15:26:22 1998 Project #: RH3235 Truss ID : EG Family # : 105 Span : 17-0 Quantity : 2 Top Pitch : 6/12 ==BM4/20/1998),v1.1==ammaaa=====----=====3vaaammmmate======mam10======maamc======aamc= TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2•-7182 5-6. 5376 2-8■ 2019 12-4479 3.50 2-3=-5034 6-7= 5376 2-70-2711 5=-2771 3.50 3 -4■ -5650 7-8■ 6990 3-7s 4584 4-5=-5985 8-1c 6990 DEC 0 8 4-6•-559 10 PLATE OFFSETS (X=LEFT, Y■TOP):CJ3all, 21,1)7=4,21,IJBa5,1.5), 3; 4-2-6 - 4-2-6 4 i[ NI _). EA 5X6 OF C. 3X8 8X8 3X8 4-3-10 9-0 I 12-8-6 17-0 4-3-10 4-8-6 3-9-6 4-3-10 ;6 L. HL TO PK:9-6-1 R. HL TO PK :9-6-1 LEFT HEIGHT:0-4-3 SPAN:17-0 RISE:4-7-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.253 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 7-8-0.699 BOT CHORD:2X8 No.l GR DF -L BOTT 0 7 LL.DEFL.07=0.08 < L/360 WEBS :2X4 STANDARD GR DF -L s a m m a c ........... STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOAOINO STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- S• 54 5- 7■ 14 7- 1■ 456 "CONCENTRATED 72 2200 WEB: 3-7 TO BE 2X4 No.18Btr OR DF -L 2 MEMBERS NAILED TOO. W/1 ROW(S) OF .1314 in. NAILS 12 in. o.e.(TOP CHS.),AND 1 ROW(S) OF .131x3 in. NAILS 3 In. o.c(BOTT. CHS.) fFor Webs use 1 ROW of NAILS 12 in. o.c. / DEFLECTION(IN.) L.L■ 0.08,D.L■O.05,T.L■0.13 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A-446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOIJN)DESIGN CONFORMS V/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TPI95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ACHITECT_.OR ENGINEER. BOILDING DEPARTMEW ' P,PPROVELD K...tE'-:r.M4b':�� ?' .:•s''-21 assiwrj' - �* �,-s. ,.rr�i.v.. ,r^:,;'. _ an t f... K:�,.,..5g:..�..^,.... .s;�.-. :^,....c x.;c;sc LY.,.-.r,,,.� Dec. 8. 1998 7:49PM MITEK INDUSTRIES INC. NO -1050 P. 33/31 ==-««ACES-32 Ver. 1.1»»C=====_____ ( 921900 Cus omer ORSILLO Mon,Dec 7 15:26:45 1998 Project #: RH3235 Truss ID : FE Family # : 205 Span 5-0 Quantity : 1 Top Pitch : 6/12 --gld(4/20/1998)V1. NOTES: 1 -Gable studq spaced at 16 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 -Continuous bearin rovided alon entire bottom chord 141 -Provide 1X4 plate 3t each end oil gable stud unless otherwise noted PLATE OFFSETS (X■LEFT,Y=TOP):[J2o2.5,31, • r 5-0 S-0 IDEC 08 v NQ. C04-,191? EXP i�3(3S)3 gar L. HL TO PK:5-7-1 LEFT HEIGHT:0-4-3 SPAN:5-0 RISE:2-10-3 RIGHT HEIGHT:2-10-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 130T CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF-L -----¢aaa¢c====paaaa asC====C¢-vQaaaa<c=====¢¢==-aaaacc==¢=¢vercco===7aaccC_¢-=saccc STR INC.: LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.L= O.O0,D.L•0.0O,T.L=0.00 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC 94-ICSO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER, .� JurrE c®unl) Y Dec• 8- 1998 7:49PM MITEK INDUSTRIES INC. No,1050 ' P. 32/37 =-««ACES-32 Ver. 1.1»»= _..____�[ 921899 ]__��__=____ «c<MOSS »»=_____••• Cus>omer : ORSILLO Mon Dec 7 15:26:44 1998 Project #: RH3235 Truss ID : F Family # : 205 Span 5-0 Quantity : 13 Top Pitch : 6/12 ••8Id(4/20/1998),v1.1..c.======a==apatm�'.................c=o====a......ca====.......scv= TOP CHORD BOTTOM CHORD WEBS REACTIONS - S1ZE APPROVED FOR MITEK INDUSTRIES INC. 1-2. 0 3-1+ 0 1■•296 3.50 2-3. 0 3-33 3.50 2■ -127 1.50 .2-0 5-0 5-0 5-0 5-0 L. HL TO PK:5-7-1 3 ICQ '0 77- ' � Connect Truss. to girder with Simpson -or",4'e uai 4 -- hanger. LEFT HEIGHT:0-4-3 SPAN:5-0 RISE:2-10-3 RIGHT HEIGHT:2-10-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.252 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 3-1=0.065 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L - - - -• - - - - _ - - - - - - ;� _ = e ................ a 4 = ¢ _ c = _ _ = S a ....... STR.INC. : LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. REPETITIVE STRESSES USED o. NO. OF MEMBERS = 1 c. DEFLECTIONO N.) L.Lw D.0O,D.L=0.00,T.L=0.00 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WINDS DESIGN SPECS, USC 94-ICBO,ANSI/TPI95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. iJv 1,7 iyo 'ec: ^,.:;r',r{r�r.�y '''-`?7r ^" .��'-�_ .1 ,�%'.+�`.�l�ina � r• ,¢r .,k,,, w+::)^.crC"` _rt „.✓; fu �.. .. : �:+:: Dec. 8. 1998 7:50PM MITEK INDUSTRIES INC. No.1050 P. 35/31 =a=««ACES-32 Ver. 921902 j =____.=-===c<<<MOSS»»====a==ao Cus omer ORSILLO Mon. ec 7 15:26:49 1998 Project #: RH3235 Truss ID a GE Fa m>.ly # : 201 Span 7-6 Quantity 1 Top Pitch : 6/12 -Bld(4/20/1998) V1.laaao===era==oaooe====a===aro==o=aa..aC===s==ac==aaac===a=====o=a=.. NOTES: 1 -dable studq spaced at 16 inches o.c. 2 -Bracts"vertical $tuds in accordance with standard gable end detail 3 -Continuous bearing rovided alon entire bottom chord 4 -Provide 1x4 plate t each end oil gable stud unlessNeff ' se noted 3X4 7-6 7-6 7-6 7-6 3X4 v yG (l Y689 EXP, 9.30•('x: �0F L. HL TO PK:8-4-10 LEFT HEIGHT:0-4-3 SPAN:7-6 RISE:4-1-3 RIGHT HEIGHT:4-1-3 LOADING (PSF1 MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L a m STR.INC.: LUMB a 1.1 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS a 1 DEFLECTIONO N.) L.L■ 0.0O,D.L=O.O0,T.Lu0.00 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS V/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(4HICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. _JU iL 7-r,z C°IJnl? } EP Dec. 8. 1998 7:50PM MITEK INDUSTRIES INC. No.1050 P. 34/37 c« <ACES -32 Ver. 1.1 » »==-a-as--==[ 921901.1--========-« <<MOSS>> Customer i ORSILLO Mon Dec 7 15:26:47 1998 Project #: RH3235 Truss ID : G Family # : 201 Span - 7-6 Quantity . 5 Top Pitch . 6/12 ==81d(4/20/1998),v1.Ira===aa===m--a-===—=-a-a=��=s-a==aaeo= TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1.2. 0 3-1. 0 1■ -381 3.50 2-3=-195 3=-245 3.50 7-6 -; 7-6 1X4 7-6 7-6 DEC ()a on IvQ. CU4�19 EXP 9-30.00 s, civ F 0 Cormect truss to girder with. Sim son or equal ( L z hanger. 3X4 L HL TO PK:8-4-10 LEFT HEIGHT:0-4-3 SPAN:7-6 RISE:4-1-3 RIGHT HEIGHT:4-1-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.595 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 3-1=0.154 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF-L STR.ZNC.: LUM B - 1.15 PLATE = 1.15 SPACING • 24.0 in. o.^c. REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTIONO N.) L.L- 0.0O,D.L=O.O0,T.L■0.00 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TPI95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACINO(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. 74 Alqpp �70 tc ,... �. r•� �.. .�.4+, ..r. Fy./� �. .A -.iy:. .wflwr '! -RAF, 4. �..;- �<'w _ . . w -'- Dec. 8. 1998 7:51PM MITEK INDUSTRIES INC. No.1050 P. 36/31 =-=c«cACES-32 Ver. l . l»»______ -_= C 921903 __��__= Customer : ORSILLO Mon Dec 7 15:26:51 1998 Project #: RH3235 Truss ID s y : 201 HE Family # Span : 8-6 Quantity : 1 Top Pitch 6/12 - =Bld(4/20/1998) Y1.1=as===sc==Daaeooacas=--Dace=Daae===.c===s==Dae==a:==a�a=es===as.=- NOTES: 1 1 -dable studq spaced at 16, inches o.c. 2 -Brace -vertical ..studs in accordance with standardable end detail 3-Cont}'nuous bearing provided along entire bottom cord' 4 -Provide 1X4 plates at each end of gable stud unless otherwise noted 3x4 L HL TO PK:9-6-1 RIGHT HEIGHT:4-7-3 LEFT HEIGHT:0-4-3 SPAN:8-6 RISE:4-7-3 LOADING L(PSF� MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.l&Btr GR DF -L BOT CHORD:2X4 No.l&Btr GR DF -L TOP 20 20 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES USED N0. OF MEMBERS - 1 DEFLECTION(IN.) L.L& 0.00,D.L=0.00,T.L■0.00 PLATES ARE MITEK MZO-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE of JOINT, SYMMETRICALLY(EXCEPT AS SHOWDESIGN CONFORMS V/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TPI95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(YHICH IS ALWAYS REQD)CONSULT SLOG ARCHITECT OR EHOINEER. Dec. 8. 1998 7:51PM MITEK INDUSTRIES INC. No.1050 P. 37/31 ..i=<<<ACES-32 Ver. 1.1»»==- ____ 921904 Cus omer : ORSILLO Truss ID H onFamDec# 7.12016:54 1998 Project #: RH3235 Quantity • 3 Top Pitch . 6/12 Span 8-6 • sagld(4/20/1998),v1.1=aa=c=a.s===a.m==asasao=_s�.a==sa.===sa===s:==s..=aacaoaa=oea�c=ovi TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEC INDUSTRIES INC. 1-2w 0 3-1. 0 12-415 3.50 2 -3■ -222 3=-279 3.50 3X4 8-B )r 31 r. t L HL :9-6-1 EPAN:8_6 RISE:4-7-3 RIGHT HEIGHT:4-7-3 LFT HEIEIGHTHT:0-4-3 S _ s+ c- O c m c LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.773 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 3-1=0.200 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L ILSTPLATE - 1.15 SPACING inO. c.REPETTIVERESSESUS. FMEMBERS i DEFLECTION(IN.) L.L= O.O0,D.L;O,0O,T.L=0.00 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, USC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. 'jv Dec. 8. 1998 7:36PM MITEK INDUSTRIES INC. No.1050 P. 4/31 .«4cACES-32 Ver. 1.1»»== [ 921871 ] ==a«<<MOSS»»===______ Cus omer : ORSILLO Mon ,Dec 7 15:24:55 1998 PM'e t #: RH3235 Fathil # . 201 Truss ID 2G Top Pitch 6/12 Span 8-0 Quantity =aBld(4/20/1998).v1.1=.c=oo.a=oc.a=e=.a==o..s===m.Soo..===�s==��=—��__�-__..==..00a.s== REACTIONS - SIZE APPROVED FOR MI1EK INDUSTRIES INC. 1=-i1778 3.50 4--1489 3.50 PLATE OFFSETS (X-LEfT,Y■TOP):[j5-5,1.S], DEC 0 8 ASM 3X8 2-0 4-0 8-0 P6 2-0 2-0 4-0 Connect truss to girder with Simpson or equal . 05 hanger. L HL TO PK:8-11-5 LEFT HEIGHT:0-4-3 SPAN:8-0 RISE:4-4-3 RIGHT HEIGHT:4-4-3 x . =D= - s c LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-20.090 TOP CHORD:2X4 No.I&Btr GR DF -L TOP 20 7 BOTT 5-60.524 BOT CHORD:2X8 No -1 GR DF -L BOTT 0 7 LL.DEFL.®50.02 < L/360 WEBS :2X4 STANDARD GR DF -L i--=�--O�-.-S.c=='J-.�-�..c--�.��=�miC--�sC---...�-�-a.-�.�.i���'=-...f�JG--_.---�G- REPETIT-a IVELSTRESSES INO'TI' USED 1.15 NO. OFGMEMBERS int LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 3= 54 4- 6= 269 6- 1. 14 CONCENTRATED 6. 1250 12'MEMBERS NAILED TOG. W/1 ROW(S) Of .131x3 in. NAILS 12 in. o.e.(TOP CHS.),AND 1 ROW(S) OF .131x3 in. .NAILS 5 in. o.c(BOTT. CHS.) tFor Webs use 1 ROW of NAILS 12 in. o.c. DEFLECTION(IN.) L.L- 0.02,D.L-0.01,T.L■0.03 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT SYMMETR I CALLY (EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,NDS,ANSI/T! THIS DESIGN Is FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 18 ALWAYS REQQ'j't'?VL,-T-BLDG ARCHITECT OR ENGINEER .,f✓:r,:�r�t ;,is.�t: - .�;;.�..c..K.f..:c�+<.r:.- .z`' .�: : �.at- wi ..r� ,fd�;F. �".,'G'r%fr." .r, :� .rc-:x.i.-' - .. .. .- .. . Dec. 8. 1998 7;38PM MITEK INDUSTRIES INC. No -1050 P. 8/37 921875 r.osc«<ACES-32 ver. 1.1» »a==�==a= "=t Mon Dec 7 15.25:13 1998 Cus omer ORSILLO Truss ID JG1 Family # : 3 3 Pro3ect #: RH3235 Quantity 2 Top Pitch : 62%12 Span 8-0 mcBld(4/20/1998),v1.1==a@==a=aoa.c==�accaaaa==aae==rc==osa==ac==�caa.coo.o=x.ccx�==ps. REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD BOTTOM CHORD WEBS 1••1880 3.50 1-2■•4204 5-6s 0 2.7a 3805 2-3=-7195 6-7. 5791 3-7■ 1506 5■•2183 3.50 3-4•-4562 7-1= 3789 3 -6■ -1421 (� 4-5=-1800 4-6r- 4875 V � ;rc� 1�ar PLATE OFFSETS (X,KLEFT,Y■TOP):I12-7,21,(J4■3.5,23,(16=3,2),117=7,3), V-10 k ;" iLv�' w F: 1 4-9--.9 -u �� •��� 1-7-3 3-2-7 3-2-7'.* $V1 D 5 X 14 4 X 5 4X6 2 3 4 t 7 6 5 7 X 10 6 X 7 connect truss to girder with Simpson or equal hanger. 3-0 6-0 8-0 3X6 3-0 3-0 2-0 L HL TO PK:1-9-7 ERISE_:1-1-12 RIGHT HEIGHT:1-1-12 LFT HEIGHT.0-4-3 SPAN.8-0 _ C=C�sC=yes. LOADING (PSFZ MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0.204 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 6-7=0.423 BOT CHORD:2X8 No.1 GR DF -L BOTT 0 7 LL.DEFL.97=0.05 < L/360 WEBS :2X4 STANDARD GR DF -L REPETITIVELSTRESSESINOTLUSED- 1.15 NO. OFGMEMBERS in. 0. c. LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTSUBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1. 42 54 5- 7w 414 7- 1. 14 CONCENTRATED 7= 1600 WEB: 4-6 TO BE 2X4 No.I&Btr OR DF -L 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .1310 In. NAILS 12 1n. o.c.(TOP CHS.),AND 1 ROWS) OF .131x3 in. NAILS 4 in. o.c(BOTT. CHS.) For Webs use 1 ROW of NAILS 12 in. o.e. 'DEFLECTION(IN.) L.Lz 0.05.D.L=0.03,T.L■0.08 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) �-yy��•• PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGH CONFORMS W/MDS D 5�YGNtSFEC��JBCp9a4-ICBO,ANSI/TPI95 THIS'DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALV YS QD)CONSULT BLDG A�E01ij?EbrT OR ENGINEER. rt nth, -......0 utPARTAqEp�: 2.3■ -208 L. HL TO PK:8-11-5 LEFT HEIGHT:0-4-3 3a-262 3.50 IXP clue �Y, OF Gr�t�% �Connecl truss to glider with Sison or equal — hanger. 3X4 8-0 SPAN:8-0 RISE:4-4-3 RIGHT HEIGHT:4-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.681 TOP CHORD:2X4 No.1&Btr Dec. 8. 1998 7 46P MITEK INDUSTRIES INC. No 1050 P• 24/37 ==•<cc<ACES-32 Ver. i.i»;>----____---[ 921891 LL.DEFL. < L/360 WEBS :2X4 STANDARD Custromer ORSILLO STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. Mon Dec 7 15:26:27 1998 Project #: RH3235 Truss ID : J Family ##. : 201 Span 8-0 Quantity : 10 Top Pitch : 6/12 ==BId(4/20/1998),v1.1==a==sm.vm.mm:mmm��aamasam..as.=====a===ae.=asc=.a==oaa�mma=====__ TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1.2. 0 3.1= 0 1■•398 3.50 2.3■ -208 L. HL TO PK:8-11-5 LEFT HEIGHT:0-4-3 3a-262 3.50 IXP clue �Y, OF Gr�t�% �Connecl truss to glider with Sison or equal — hanger. 3X4 8-0 SPAN:8-0 RISE:4-4-3 RIGHT HEIGHT:4-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.681 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 20 7 BOTT 3-1=0.177 BOT CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. REPETITIVE STRESSES USED o. NO. OF MEMBERS a 1 c. DEFLECTION(IN.) L.L■ 0.00,D.L•O.00,T.L■0.00 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/MDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. -AVt, IJAI � C .. CP. .. - n- .. "r ,:.,.;. »!:.C}S'.i"gc'.`!:; :. lc � ;•.' ...'. .t1„..., _ .. .. _. .. - - . .. ?!�� u!. _ r .1:, Dec. S. 1998 7:47PM MITEK INDUSTRIES INC. No,1050 P- 2 8/3 7 --¢««ACES-32 Ver. 1.1»»a- ----- [ 921895 Cus omen' : ORSILLO Mon Dec 7 15:26:36 1998 Project #: RH3235 Truss -ID : J6X Family # : 3�3 S an 8-0 Quantity 1 Top Pitch 6 12 -¢Btd(4/20/1996),v1.1a===max¢=====aaaccC===zaasaa=¢c==paacc===aacs=CpaascoaaacsOaeaa¢cs TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2-146 4-10 129 2-4 -191 1■ -398 3.50 2-3■ 0 4■ -262 3.50 3.4x-68 3x4 —0 8-0 L. HL TO PK:5-11-12 LEFT HEIGHT:0-4-3 SPAN:8-0 RISE:4-0-4 RIGHT HEIGHT:3-0-4 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.240 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 4-1-0.195 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.90-0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC. LUMB 1.15 PLATE - 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 9r Ell �r. DEFLECTION(IN.) l.l= O.00,D.L■0.00,T.L=0.00 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT A$ SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUT7�� fl%— %auu /hoz/vo 0, 7p1/� p Y`°�`, O Dec -.8- 1998 '7:47PM MITEK INDUSTRIES INC. No•1050 P. 27/37 _«ccACES-32 Ver. 1.'1»»aaa�==eacaa ( 921894==aaaaaa=-««MOB'S»»===maac== Customer : ORSILLO Mon Dec 7 15=26:34 1998 Project #: RH3235 Truss ID J6 Family # : 33 Span : 8-0 Quantity : 4 Top Pitch . 6312 cm-BLd(4/20/1998),v1.I-====oaaaaaaamo==oaaasa=o=aaaaa=_=saaato_Caaac==odea TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1 -2■ -146 4-1. 129 2 -4■ -191 10-398 3.50 2.3. 4=-262 3.50 ®E^ 0 Q 3 -4■ -6 L► 8 10 5-4-3 2-7-13' NO. 0049419 'A, 5X6 Exp v -3U-00 3X4 8-0 8-0 t,o��-girrdder_ ofequal hanger. L. HL TO PK:5-11-12 LEFT HEIGHT:0-4-3 SPAN:8-0 RISE:3-4-3 RIGHT HEIGHT:3-0-4 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.240 TOP CHORD:2X4 No.l&Btr GR DF -L OTT 20 7 LL DEFL.00=0100 < L/360 WEBSCHORD:2X4 STANDARD GlaBtr R DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING _ 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L■ 0.00,D.L=O.O0,T.L■0.00 PLATES ARE MITEK K20-220,190 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WMICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. o—� •s�..�"''=anar.:Jd'.•.S.i+'.�XSY-�Yies+:r#,n.i.::��::4<::1 aS•'�".rs'rrrnc�:Cr.r�2;a:5•+aer�Y p: Dec. -8. 1998 7:46PM MITEK INDUSTRIES INC. No.1050 P. 26/37 ===« «ACES -32 Ver. 1.1 » »==-iii===ii( 921893 ]iic========<c<cMOSS » »i•iii�=== Customer : ORSILLO Mon Dec 7 15.26:31 1998 Project #; 8 30235 Truss ity : 44 TopPitch: 6%12 =-Bld(4/20/1998),v1. iiiam= am= no= ==asiiCC====9iiiiic====--fliii- ii.i TOP CHORD BOTTOM CHORD WEBS REACTIONS - 812E APPROVED FOR MITEK INDUSTRIES INC. 1-2-256 4-1a 225 2 -4■ -241 1■ -398 3.50 2-35 0 3-4=-122 4•-262 3.50 .nue villipbun yr equal L-0 7-1 — hanger. 3 X 4 8-0 8-0 L. HL TO PK:3-8-15 LEFT HEIGHT:0-4-3 SPAN:8-0 RISE:2-4-3 RIGHT HEIGHT:2-0-4 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3-0.251 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 4-1=0.209 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.Q0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.15 PLATE = 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTIONO N.) l.L■ 0.00,D.L■0.00,T.L■0.00 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC 94-1CBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACINO(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. rlu;iQ POvn�V;"PPR6v,��,) Dec,. 8. 1998 7:46PM MITEK INDUSTRIES INC. No•1050 P. 2 5/3 7 ==m««ACES=32 Ver. 921892 )-mm--.e====««MOSS»»========= Cus omer : ORSILLO Mon Dec 7 15.26:29"1998 Project #: RH3235. Truss ID : J2 Family # : 3�3 S an ==B d(4/20/1998),v1.I-======ww=.======__=====sato=oa======eaa.sn==.=m.�c====saw:so=====_ TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-427 4-5= 365 2-5■ 54 1--398 3.50 2-3a 0 5.12 365 2-4-367 4■ -262 3.50 3 -4■ -176 PLATE OFFSETS 3X4 Connect truss to -girder �. X4 with Simpson or equal hanger. 1-4-3 1 8-0 1-4-3 6-7-13 L. HL TO PK:1-6-1 3X4 LEFT HEIGHT:0-4-3 SPAN:8-0 RISE:1-4-3 RIGHT HEIGHT:1-0-4 ��---- C=oma®cC===CC�a�c=-�����.�=�mco LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3-0.513 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 4-5=0.149 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.05.0.01 < L/360 WEBS :2X4 STANDARD GR DF -L o� v c c STR.INC.: LUMB = 1.15 PLATE - 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L■.0.01,D.L=O.00,T.Ls0.01 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOS NT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 1S ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. ., . - w2. .rk;.+..,....-e...nG!.N` :if�...,?e.r.. � ��,,..: �.. . . -g-.. v _ .:..✓rte.,. ;.�.:• r_..4�.,.:r .-0 •r....r+. i+-.:rr:.. �' - Dec: 8- 1998 7;48PM MITEK INDUSTRIES INC. No -1050 P. 31/37 _=•«<<AC8S-32 Ver. 1.1»»�==_______� 921898 ] �s==��=_===««MOSS»»-•=______ Cus omer : ORSILLO Mon Dec 7 15.26:42 1998 Project #: RH3235 Truss ID : S6 Family # : 245 Span : 2-0 Quantity : 5 Top Pitch : 6/12 =B1d(4/20/1998),v1.1a====s.======= .ea==3====www=w`====0====m.============Ms========= TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2= 0 3-1m 0 1■•194 3.50 2.3. 0 3•-12 3.50 2-318 1.50 2-0 2-0 ,4-0 2-0 2-0 r 2_C � truss to girder pson orequal —.-- hanger. L. HL TO PK:2-2-13 LEFT HEIGHT:0-4-3 SPAN:2-0 RISE:3-4-3 RIGHT HEIGHT:1-4-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-20.032 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 3-1=0.008 BOT CHORD:2X4 NO.l&Btr GR DF -L BOTT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: UMB - 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 OEFLECTION(IN.) L.La 0.00,D.L■0.00,T.L=0.00 NOTE: RIGHT OVERHANG REQUIRES SUPPORT OR LEVEL RETURN PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TPI9S THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT SLOG ARCHITECT OR ENGINEER. � •yt�``.# d r Dec-. 8: 1998 7:48PM MITEK INDUSTRIES INC. No.1050 P. 30/37 « «ACES -32 Ver.1.l>>>>==—= =-----[ 921897 _-_]��___®�___-« CuEatromer : ORSILLO Mon Dec 7 15:26:40 1998 Project #: RH3235 Truss; -ID : S4 Family # : 205 Span : 2-0 Quantity _ 5 Top Pitch . 6/12 ==Btd(4/20/1998),v1.1a==s.c=ceasvicecassa===sssC=-=sssc==ss.�r==sac==s.c==ssco=ssca=ss.oe TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-Z= 0 3.1. 0 I -19l. 3.50 2-30 0 3v-12 3.50 2=-182 1.S0 .2-0 2-0 .2-0 2-0 2-0 2-0 EXP 'rl truss fo gi�de-r npson or equal., hanger. L. HL TO PK:2-2-13 LEFT HEIGHT:0-4-3 SPAN:2-0 RISE:2-4-3 RIGHT HEIGHT:1-4-3 =sac LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2-0.032 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 3-1=0.008 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE - 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.Ls 0.00,D.L=0.00,T.Lr0.0O PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANS1/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. Dec.. 8. 1998 7:48PM MITEK INDUSTRIES INC. No.1050 P. 29/37 ==-<<«ACES-32 ver. 1.1 » »se=--=_____[ 921896 1-- ---Mon<<<<MODec SS>>>26 38-1998 Cue Omer ORSILLO Family PrMct #: RH3235 Truss ID . 5th : 6/12 2 Top Piy 205 c Span 2-0 4 Y TOP CHORD BOTTOM CHORD WEBS REACTIONS -.SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2= 0 3.1- 0 1■ -194 3.50 2.3. 0 3■ -12 3.50 2•-46 1.50 2-0 2-0 Connect- truss -to girder with Simpson or equal ---- hanger. L. HL TO PK:2-2-13 LEFT HEIGHT:0-4-3 SPAN:2-0 RISE:1-4-3 RIGHT HEIGHT:1-4-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE. OF LUMBER L TOP 1-2-0.032 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 3-1=0. 08 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL. < L%360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.La O:00,D.L=O.0O,T.Lw0:00 PLATES ARE MITEK M20-220,190 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC 94-ICBO,ANSI/TP195 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. STANDARD GABLE END DETAIL. WIND SPEED 78 MPH. rlZAN WALL HEIGHT IS FT. NOTES- TOP CMORO wv B8 NOTCHED FOR 2X4 olmO �6 DIACONAL OR L, -BRACING Q °, AX WITW NO �� REOU ED UNDER REFER TO TABLE BELOlwNOTCM. TOP CHORD MAY BE NOTCHED ONLY DIRECTLY OVER STUDS EXCEED IE' O.C. GABLE END MUST BE FULLY SHEATHED X4 ON ONE FACE OR CONTINUOUS 2 XA V2 OR BTR SCAB MUST Be ATTACHED TO ONE FACE OF THE TOP CHORD IF CABLE STUDS 3 TY?-EXCEEDNOyCKO.C. AND A STUD GOES NOT FALL UNDER EACH NOTCFI CONNECT SCAB WITH 1.ROW OF 10D COMMON MnRE , NAILS SPACED AT 17 O.C. MAX THE MAX. OtMOOKER LEND 11 B-, 12 VARIES TO COMY.C%' TR( Qo Aa*4 m A11o>� A A 1►=��'_ % j CONT. BEARING. 3X6 SPL. OPT. SPAN TO MATCH COMMON TRUSS. TYPICAL 2X4' L -GRACE NAILED TO 2X4 VERTICALS W/8d NAILS, 8' O.C. VERTICAL STUD ✓ • 1 SECTION A -A. 12�z� (9� TRUSSES AT 24' O.C- PLYWOOD SHEATHING ' -3" MAX SS 4 LATERI ACING AS 2x4 END WALL FURRING STRIP OR LATH rl� okq. Rrd-r�r IbK 501!Eeog. Etas &n I"P-uSS LATERAL BRACING NAILING SCHEDULE - VERT. HEIGHT. 1* NAIL AT Q END UP TO 71-0' 2 - 18d 7,-8' - 8'-B' 3 - l8d OVER 8'-5' 4 - 18d NOTE: 3.FU MISH COPY OF THIS DRAWUIQ TO CONTRACTOR 1.YERT. HAD BEEW CHEC>;ED FOR Se ttiPH �/iN0 LOAD, FOR BRACING INSTALLATIOR MEAN WALL HEIGHT OF 15 FT, XN0 V24e DEFL• CRIT. q BRACING SH* IS FORnTTB 'DL-'AL TRUSS ONLY, 2.COtKCTION BETWEEN BOTTOM CHORD OF CABLE Exp CONSULT BLDG. ARCHIT ENGINEER FOR TRUSS AND WALL TO BE PROYIOEO BY PROJECT ENGINEER TFJ-PORARY AND PERHANACINGOF ROOF ST; OR ARCHITECT. MINIMUM GRADE OF LUMBER LOADING (PSF) STR. INCR. I 25 V. L 0 DRAWN BY I J5 T.C. 2x4 No.1 91 CF -L PI -95 Crit. TOP 29 14 CHECKED BY i JAI B.C. 2x4 No -I 91 C F -L l�C_g4 BOTTOM a Le Webs 2Xt STUDI.ST SPACING 24 Inch O.C. REP, STRESS TES �s-C'Qla�a :1..� X�[.T �R rj 1 �yY �O '.5c' Q! -F *i Lr' (Li 9iZOV I C� 1i ds�ic.a �lD t� ADEctt �✓ri yi �. o T2 'A.(z 4'=�isAtL �C�sls-rr.�G l 1 SZl ' 12T�4.XSY 1805 �F Is b-rrd„clGp To 45N:r r=1�F r.�cc-o llu^" •�Gracac.l- X ►J dcG� t Dl. �_C w �T Ll LL EiG,,Xr c,.1 �, cTi•1�.�t Ifo l�rvt. 3rtrc, • - , NO. C-'-� .)Q19 EXP 9-3L --JO ` C, I,- �P k.Ki_M, ... .w..:.;Y'-:G! .x.'f✓si' ... . `.%!:C.. _;;fel:-i,.c1 A:<�G.i%+?S'-.StSiYr.�i..:(�S'."GL�Si=, .fir.. MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE 12 INCH O.C. 5-7-2 14-3-12 16-t-14 15 INCH O.C. 5-1-e ' 12-12 24 INCH O.C. 4-5-t 18� l-7 6-6-3 NOTE: 3.FU MISH COPY OF THIS DRAWUIQ TO CONTRACTOR 1.YERT. HAD BEEW CHEC>;ED FOR Se ttiPH �/iN0 LOAD, FOR BRACING INSTALLATIOR MEAN WALL HEIGHT OF 15 FT, XN0 V24e DEFL• CRIT. q BRACING SH* IS FORnTTB 'DL-'AL TRUSS ONLY, 2.COtKCTION BETWEEN BOTTOM CHORD OF CABLE Exp CONSULT BLDG. ARCHIT ENGINEER FOR TRUSS AND WALL TO BE PROYIOEO BY PROJECT ENGINEER TFJ-PORARY AND PERHANACINGOF ROOF ST; OR ARCHITECT. MINIMUM GRADE OF LUMBER LOADING (PSF) STR. INCR. I 25 V. L 0 DRAWN BY I J5 T.C. 2x4 No.1 91 CF -L PI -95 Crit. TOP 29 14 CHECKED BY i JAI B.C. 2x4 No -I 91 C F -L l�C_g4 BOTTOM a Le Webs 2Xt STUDI.ST SPACING 24 Inch O.C. REP, STRESS TES �s-C'Qla�a :1..� X�[.T �R rj 1 �yY �O '.5c' Q! -F *i Lr' (Li 9iZOV I C� 1i ds�ic.a �lD t� ADEctt �✓ri yi �. o T2 'A.(z 4'=�isAtL �C�sls-rr.�G l 1 SZl ' 12T�4.XSY 1805 �F Is b-rrd„clGp To 45N:r r=1�F r.�cc-o llu^" •�Gracac.l- X ►J dcG� t Dl. �_C w �T Ll LL EiG,,Xr c,.1 �, cTi•1�.�t Ifo l�rvt. 3rtrc, • - , NO. C-'-� .)Q19 EXP 9-3L --JO ` C, I,- �P k.Ki_M, ... .w..:.;Y'-:G! .x.'f✓si' ... . `.%!:C.. _;;fel:-i,.c1 A:<�G.i%+?S'-.StSiYr.�i..:(�S'."GL�Si=, .fir.. 4W... MOSS LUMBER, TRUSS DEPT. `\ 1 PROVIDE 2X4 DF LATERAL DRAGING ROOF SHEETING PER PLANS W/3 8d TO DLOGK E50TTOM 2X DLOGKING NOT REQ"D TOP TYP. EVERY 16"-0°. W/ CONT. LAT. DRGG. PREMANUFAGTURED TRUSSES � 24° O.G. 2X DLOGKING W/ 4 8d TO DDL. TO BEARING WALL DBL TOP PLATE 2X STUDS (a) I6° O.G. TYP. U. N. 0. 2X DBL TOP PLATES. NOTE: DRAGING TO PREVENT ROTATION � LATERAL MOVEMENT IN AGGORDANGE W/ UDG SEG, 2326.12.8 NOT TO DE USED FOR HOIZONTAL, OR VERTIGLE SHEAR TRANSFER LATERAL BRACING DETAIL �® NU%k Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA G4 95070 MiTek ® USA FAX 19161631 8225 TELEPHONE (916( 631 7811 January 15, 1998 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails at 12"o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. contact me at 800-772-5351. couto L"L'PVG ®SPAS APPjjeta ., _ ..:1.. � _ _.... ..,� .a,�.�iZ+4 r�,r"•�^.�.... ..rJ^! •w.r<<�:.........•�%.'':iC+"a.'F..'r.S�'vrfyire:.. A� �%+_E_ r e ✓..+.�.�..G� �.cr�� �fi f_':_',`.�'r. :5a!,..5 �u£.. � � .dd✓.A .fi�,.F-i+"1> 12 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Up to 32' 14/12 15' 20 15 Over 32' 48' 4/12 15' 1 10 1 7 Over 48' - 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir r, -- All lateral braces lapped at least 2 trusses. o L1y. i iy WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- 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. 12 —1 4 or greater =45° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required ot%ess 32 / A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Ji I Over 28' - 42' 3.0 6' 1 9 16 I Over 42' - 60' 3.0 5' 1 5 13 Over 60' See a registered professional engineer DF - Douglas Fir -Larch � TOP CHORD SPF - Spruce -Pine -Fir TOP CHORD DIAGONAL BRACE' MINIMUM LATERAL BRACE SPACING {DBS SPAN PITCH SPA ING(LB #trusses Required nal bracing. Diagonal bracing should be nailed I Up to 32' 1 4/12 E • 20 15 Over 32' - 48' 1 4/12 E' 10 7 Over 48' - 60' 4/12 e"6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required ot%ess 32 / A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Ji I Over 28' - 42' 3.0 6' 1 9 16 I Over 42' - 60' 3.0 5' 1 5 13 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 00� P` @i Continuous Top Chord Topchordathetare laterally braced ran buckle Lateral Brace Q�\ All lateral braces Required nal bracing. Diagonal bracing should be nailed lapped at least 2 �— trusses. are attached to the topside of the top chord. 10' or Greater Attachment Required _/ " t Frame 3 o. ti . 00� P` @i Topchordathetare laterally braced ran buckle Q�\ togetherandcausecollapseifthereisnodiago- Jyy 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. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals a?Fles ntintial fo stability and must be dupmcatc both ends of the truss system. 20'(0Bs) 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 togetherandcause collapse ifthereisnodiago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two _trusses. End diagona\-es sntial for stability and must be dupllcaton both ends of the truss system X45° Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required - �— 3"A' Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHORD TOF CHORD DIAGONAL BRACE: MINIMUM LATERAL BRACE SPACING (DB SPAN pEPTH SPq;CING LB ( s) #trusses SP/DF SPF/HF Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48' - 60' 1 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals a?Fles ntintial fo stability and must be dupmcatc both ends of the truss system. 20'(0Bs) 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 togetherandcause collapse ifthereisnodiago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two _trusses. End diagona\-es sntial for stability and must be dupllcaton both ends of the truss system X45° Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required - �— 3"A' Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. A 90 I! WARNING: Do not attach cables, chains, or I hooks to the web members. Tag Line /610° 60° ess or less Approximately Approximately Tag '/Y truss length '/z truss length Line Truss spans less than 30'. L•In• Spreader Bar Toe In AWARNING: Do not lift single trusses with spans greater than 30' by the peak. k 10 � Approximatelythe Ing devices should be connected to Approximately_ 1/2 to iii truss len thtruss the truss top chord with a closed-loop Strongback/ Less than or equal to 60'41 attachment utilizing materials such as slings, chains, cables, nylon strapping, SpreaderBai Toe In 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 k 10 � Approximatelythe lifting device until the ends of the Approximately_ 1/2 to iii truss len thtruss are securely fastened and tempo- iii to 3/4 truss length Less than or equal to 60'41 nary bracing is installed. Greater than 60' Tag ° Line Tag Line Strongback/ Spreader Bar SpreaderBar 10' 10' Toe In Toe In At or above mid -height IV/\ Approximately I- Approximately /2 to iii truss length 3/3 to /, truss length r Tag Tag Less than or equal to 60' Line Line Greater than 60' Typical horizontal tie member with multiple stakes (HT) Frame 2 �frusa of braced 'oup cirusses (EB) CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of ®trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) Frame 2 �frusa of braced 'oup cirusses (EB) DF - Douglas Fir -Larch SP - Southern Pine C', HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. — 12 ---13 or greater All lateral braces lapped at least 2 trusses. A WARNING: Failure to follow these recommendations could result in —1 I severe personal injury or damage to trusses or buildings. A PLUMB Truss Depth INSTALLATION TOLERANCES BOW Length 12" 1 1/4" ............ 24" 1/2" 2' . TOP RD - DIAGONAL BRACE 3' MINIMUM .; LA BRACE - SPACING (pBS) SPAER Ni PITCH ... SP.. IN B . AC S 72" .. ... ..... . . .. ..... ... ...... ....... SP DF 1: SPF HF Up to 24' 3/12 8' 17 12 Over 24'- 42' 3/12 7' 10 1 6 Over 42' - 54' 1 3/12 6' 6 1 4 Over 54' . I See a re c istered professional engineer DF - Douglas Fir -Larch SP - Southern Pine C', HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. — 12 ---13 or greater All lateral braces lapped at least 2 trusses. A WARNING: Failure to follow these recommendations could result in —1 I severe personal injury or damage to trusses or buildings. A PLUMB Truss Depth INSTALLATION TOLERANCES BOW Length 12" 1 1/4" 1 1 24" 1/2" 2' 36" 3/4" 3' 48" 1.1 4' 60" 1-1/4" 5' 72" 1-1 /2" 6' 84"! -3/4" 7' 1. 1: 8, 108" 2" 91 D(in) I I I Lesser of D/50 or 2" Maximum 1/4 Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. L(in) i I - T. J . ......... 4. 1/4' .... ....... 50" 1/4" 4.2' 100" 1/2" - 8.3' 150" 3/4" 12.5' L(in) t Lesser of or L(in) ............ ....... Lesser of L/200 or 2" 200" 16.7' I 250" 1_11 20.� 1 _* 300" 1"2 25.0 OUT -OF -PLANE INSTALLATION TOLERANCES. A DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed A on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer(builder, building contractor, licensed contractor, erector or erection contractor) to properlvreceive. unload. store. handle. install and brace metal plate connected wood trusses to protect life and property. The installe 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 superio• to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector 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. a r► DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities 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 fordamages arising from the use, application or reliance on the recommendations anc information contained herein by building designers, installers, and others. Copyrigh: © 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 publisher. Printed in the United States of America. CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS .STORAGE. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless JA begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by theDANGER: 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 LAND DEVELOPMENT BUILDING 1 ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. r/1i 0 J u ( OWNERS �' I � / NAME /V(� Q� UMBER46?- aI) PRINT LAST NAME RBST ADDRESS / LOCATION: COUNTY ZONING DESIGNATION: /7 FLOOD MAP:_/ FLOOD ZONE:__ APPROVED: CONDITIONALLY APPROVED- RESOLVE PROBLEMS PRIORTOAPPROVAL• DEED INFORMATION: PARCEL CREATION BY DEEDS OR MAP ✓ ' � 2 �� DATE OF CREATION: DEED REFERENCE: _. LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES _NO..,...: COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS- MAP INFORMATION: - DATE OF RECORDING: 10/5) % C LOT 2- BOOK -73 PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK .17 OF MAPS AT PAGE 23): YES ✓ NO. IF YES, MARK APPROPRIATE iTEM(S) BELOW: - A. Construct road to B. Meet parcel size required by zone. C. Most current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES 7b 9E PA/D TO THE BWLAwG DNISIoN UNLESS 07irB4Mr<4EMb1® 1. Maintain a 50 R buil ft setback from centerMe of road. v ' 2. Maintain a R building setback from rlghWf-way/centerflne_ t' V E _ 3. Comply with Zoning code for builift setback ffom road. —4. —5. 7. —8. Maintain a 100 R IeadtAeld setback from all existing wells. Maintain a R leachfleld setback from Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Deparbnal Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. Conned to a public water supply. —9. Conned to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential strictures in aecordar= with the Ndiorml Fes Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes. NEPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specilk2ftrs, :ewes the parcel. =- S (-� �L'- Vii" I (z �'=� � -`r R �' N 0 /�> 11. Pay T.D.D. (Thermalito Drainage District) The In the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. U. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ -- as stated In the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. AA new residential buildings shell be oonstructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid. If such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3. Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to most the emission requirements of the Califomia Clean Air Ad of 1988 as amended. _20.' if any cultural resources are encountered during ground disturbing adivtfes, all work shall Deese in the area -of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site signtflcance and suggest appropriate mitigation measures. - 21. 23. —25. 26. LD 6/98 FORMSSLDG PERMIT CLEARANCE , .e RECEIVE® -= DEC 1 5 199£1 COUNTY OF BUTTE LAND DEVELOPMENT DIV. r �Sv suot4!P uoo Wiffi panoadd�j 3!wgns sla Panoadd10 ❑ l.H1S3tiQJ }o 'ld3(] '411VO G3NOIna ne •gNVHd3Ao 3AVS -J-4 Z V "0:'walnn3 amv s3dnior a W14S �1�1-�ti�� �d >��3a 3H1 vpso � • � a� A S~;f'i iU.H3dt� ---r— 30 move 135 V Q b ��?1S 3Hl tA1Q1�� 3A V14S 9DNVj4b3AO rs1,1,13In;3 ��uy�l�dtil�?� 4�!`� S3�naan�s � . 4100 10-1 0 / , w -0 (1 -of", 10 -0r\ w .. 06 1/1 a