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HomeMy WebLinkAbout072-540-006072-540-006 PERMIT#98-0898 KARR, Gene & Jo Ellen 5) Grand Oak Ct., Oroville Cont: Steve Orsillo Const. New Single Family M II 0 P" RESIDkNTIAL 072-540-006 PERMIT#98-089 PERMIT NO. KARR,Genu!& Jo Ellen 3/ Grand Oak Ct., Oroville J,PERMIT EXPli Cont: Steve Orsillo Const. New Single Family ,-OWNER CONTR. .ASSESSOR PARCEL LOCATION OFFICE COPY Address GAS Meter By Dat4, �Z_ ELECTRIC Meter By Date CHECKED SRA BY r FLOOD CERTIFICATE REQ FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS -VERIFY ,iTemp. Power Pole.,Z/ &,e - Called PG&E -Temp. Elec. Service Called PG&E Tamp. Gas Service Called PG&F: �JOB FINALED Signature V=OK _ O = Not OK Not tReady ,MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils-Size-Dep"pacing-ConnectorsSteel 3. Sewer; Locabon-Test-Fall-C/O-Concrete 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Water, Location -Test -Easement Needed (Sketch) k 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg: Bracing 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 5. Alum. Awn.; Columns-ConnectionsSplice•Decal-Enclosures 6. Gas; Location -Test -Wrap; / )'Llt / /Nat. or/ /It./ /LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing-VeneerStucco-Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test-Demand-VaNe-Connector POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged 5. Elec.; Pod Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 11. Cert of Occupancy 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only: License Decal 9. Health Department Approval Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-ConnectorsSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns-ConnectionsSplice•Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing-VeneerStucco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TestWater Supply Test 11. Light Niche Date Card B-1 Date Caro B-1 Date Card B-1 Date Card B-1 O = Not OK RESIDENTIAL - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s gSetbacks-Easments-Flood-Slope Main; Soils-Elec. Gmd. / /" Ftg. Depth 3. Ftg. Garage Boils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftgq. rches & Decks; Soils -Steel-/ /" Ftgq. Depth 5. Xemwalls, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel-BlockoutsaNrapped H�s and Special Anchors L .: slap, Steel -Wrapped (/9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & DucW, Clearance -Material -Support -Ins. 14. GirdersSills-Anchor Bolts -Joists Vents-Cdppies 15. Access & Ventilation 16. Insulation Date — Card Bj Date Card B-1 Date Card B-1 r Date Card B-1 Date 40LUMBING (Permit) OK except #'s ater Htr; Vent -Access -Combustion Air Baffle W Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection power Pan; Test, First Floor -Tub Access r Tub & Shower, Second Floor -Tub Access 227"Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 3. ,Fixture & Transformer Clearance -Ins. Protection & Switches at Doors 1:3pt.. VS. Size Boxes & No. of Conductors Stapled W omex Ipstalled Close to Edge of Studs & C.J. Equip. G6und made up w/Mech Fastners-Bond Gas & Water 2 NLOliance Circuts in Kitchen & Conductor Size GFI ubfeed Wire Size / /ga. Cu of AI-A.C. Wire Size / /n/ gCu AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. ervice-Riser Conductors & Ground -Main Disconect . Equip. Clearances Panels-Motors-Mech. Epuip. 31(Xiothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date E NICAL (Permit) OK except #s u2 Insulation & Support Ve an, Exhaust above insulation Con ensate Drain & Overflow, Size & Grade ince-Vent Access -Comb. Air -Return Air Vent 115 outlet ttic Access & Platform if Furnace in Attic Date ay�c Card B-1 ;<_07 Date Card B-1 Date t d.rd B-1 Date Card B-1 Date r / �RAMING (Plans) OK except #'s Si s Prooer Materials & Anchors Is Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) Fir tops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Reams -Size & Bearina (Single & Duplex) ING (Continued) Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Ring. F' place Ties or Type A Flue -Fireplace Throat clearance 49 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles W. P9rm. Windows or Exiting Doors -Sill Hgt. & Dimensions ti 3zGarage Fire Protection Framing v ?a' V./Property Line Firewall & Openings §21. a. Doors -One 3 -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56 -Nailing Veneer reed -Fd. Vents-Underflr. Access azing -Glass Protection -Skylights -Plastic 59. r Walls; Nailing -Bolts 60-Br6e Interior / E all Panels 61. Insulation -f filtration-WallsaNindows Dat rd B- ate Card B-1 Da and B-1 ate Card B-1 Date �AL (Plans) OK except #'s Ext Steps -Door & Sidelight Protection -Landings 4,�90_9etector Furnace; Vents -Clearance -Comb, Air-Conector- j_qj3arage; Above Floor-Ducts-Mech. Protection Bedroom Exiting G.F & Bath Fixtures & Tub Access -Spa Alec, Tirgin & Subpanel, Breaker Sizes & Labels fairs & Rails 7 replace or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. it. ixt. & Appliance; Ground. -Air Gap -Cooking Clearance Elec. Outlets & Recepticales at Kit. Counter ara reDoor; Swing -Landing -Closure A.C. 'n Garage -Damper 7A -Wt -r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection TrIlb., Elec. & Mech. Equip. Listed for Location Elec. Beceptacles in Garage G.F.I. -Romex Protection 4W. -Foam -Looked in Attic ec Construction -Post Caps 8+YFgn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes ollo 'ng Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No Stucco Brown -Finish C. Unit Disconnect, Electrical -Plumbing nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings SO—WV r Well, Disconnect, Electrical, Plumbing Exterior`Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throuaht House 99_ctions from Previous Inspections & Sewer Connected -C/0 to Grade -HD r" V 93. Energy Compliance Ce 'fixate -Other Certificates Datq(Dat — Card B Date Card B-1 5—m Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ..a.- :::-Y'."c'�'y'�»-:�'�-��":.'y�.,�.-^--=�.-�--wr-^-r?e�.:,.�.�.....hr-ry•.•r,-�'„V�s`Z.�,yx , COUNTY OF BUTTE BUILDING DIVISION. DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive jOroville, CA • (530) 538-7541 CORRECTION NOTICE MIT 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, pliDW(6 tact this office immediately. -L) ( h ,' Rf S f i�fL t r/C )? SGL.- SCAM cr- /J]/// 20� r Date I ��— REV 10/92 a i COUNTY.OF BUTTE BUILDING DIVISION F DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION, NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations;of butte county Ordinances exist at the above address and should be rected. Please notice this office when correction of work is completed. If you havequestions pertaining to this matter, or need additional explanation, please contact this_906 immediately. y b l Date �V �� Inspector s REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES y 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 IA 13. CORRECTION NOTICE A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. r PSL' G� *P?-Gt)6? NAgS 5 0e- ,A� . COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville,: CA - (916) 538-7541 CORRECTION NOTICE OWNER _ PERMIT NO. - A routine inspection indicates that the following violations of Butte County Ordinanceswexist at--rE the above addres and should be corrected!Please notify this office when correction of work is completed- ou have an p y questions pertaining tb this matter, or need additional explanation, please con ct this office immediately. I T19K- REV 10192 1s LOERKE INSULATION CO., INC. 31 Grand Oaks Ct. Oroville Number and 5treetCity LATION CERTIFICATE County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) Brand Name Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 10.25" Thermal Resistance (R -Value) R30 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .500 fib, Minimum Thickness 13" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R30 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 6.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches, 6. FOUNDATION WALL Material Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thickness (inches) ; Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficient Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the certificate of compliance, where applicable. C. L.#499150 tem s S tem #s LOERKE INSULATION CO., INC. nsta inu contractor(Co. ame r General contractor (Co.Name) Or caner Item #s Signature, Date Installing Subcontractor (Co. N ame) Or General Contractor Co. Name Or Owner (Rev. 12/96) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 p ^ o PERMIT 0. APPLICATI ORAN QPERMIT �j `7 }� ASSESSOR PARCEL NUMBER 072-540-006 ZONING MR, 11\ BUILDINGPERMIT OWNER KARR, GENIE AND JO ELLEN TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 3718 MINNIEAR AVENUE, MODESTO, CA 95357 1566 R 84 564.00 528 U 504.00 CONTRACTOR'S NAME STEVE ORSILLO CONSTRUCTION T. 32-1131 53 Cov, 689.00 CONTRACTORS MAILING ADDRn96 OLIVE HWY. , OROVILLE, CA 95966 L} CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace 1 0 1,500.00 Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 626.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS GRAND OAK COURT, OROVILLE Energy Plan Checking Fee - 88 $ $ PERMIT FEE $ 1.075.90 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE yy SF �,=i' Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 10 7.00 70.00 Solar or heat pump water heater 23.00 Water piping 15.00i Each as water heater or vent 15.00 1500 TYPE OF WORK New U Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW 3 BEDROOM STD. Gas piping system 1 -5 outlets 15.00 1. yam• Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 ME00Y OR LESS Main Service zooA oR UI 23.00 9,1 no LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter • 9 (commencing with Section 7000) of Division 3 of the Business and�o essions Code, and my license is I 11 force and effect. License Class Lic. No. � � O � OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDs. 3.5¢xSO; NEW CONST. MULTI.OUTLET NON-RESID. ANC c LETs @7.50 & PSINGLE OUOWER APPARTLEATUS T CIR. OUTLET OR F1xTURES Ex. Occup.BAL zo p 1.00 o .50 Ex. Occu . OUTLETS RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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 performanceiof work for which this permit is issued, Caworkers' nation ' su e c rr an c n bar are: rrier y MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 15.00 Cooling 15.00 15. Hood 6.50 .50 Ventilation 2 -50 9.00 PERMIT FEE 65.50 Policy Number- (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 oo the Labor Code, I shall forthwith comply with those provisions. pt __ Date C) X �,�_ner Si nature of A licant - ❑ Contractor ❑ A9 PP9 An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE R3 VN TOTAL FEE $ 1,453.69 HAZ. D. FEES IMP I FLOOD CDF PARCEL PD HJ ISSUE This permit is hereby issued under the applicable provisions of the Butte Coun Code and/or Resolutions to do work indic above for hichfees have been paid. �,` GZ��Y,8 By ate ./ ERMIT EXPIRES ON 3� (Otte) Receipt No. 2.31 W,6_ �l i� WHITE-D.D.S.-B.D. C NARY -ASS SSO PINK-INSPE TOR G L NROD-APPLICA `S'/Z !� S COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT S{:f5 =BUILDING DIVISION i w •7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PER IT r. (Rev. 12/96) APPLICATION AND PERMIT qi�) - 0 ASSESSOR PARCEL NUMBER B ZONING ;�' PM L BUILDING PERMIT owNEq S' / Z (/� gc�SO. TELEPHONE FT. OCC. BUILDING. VALUATIONEF OWNER'S MAILING ADDRE S rl s014,3S L ,-/ A S !� o q, & 6 CONTRACTOR'S NAME �, TE HONE 3 J n FY+r' Q - Z CONTRACTOR'S MAILIN ©ojiEs—I -1 01,0 g l!r(• �7/ CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 96 2-57. -4, ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 2 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 418 L 4 BUILDING ADDRESS Energy Plan Checking Fee $ o PERMIT FEE $ LOT NO. SUBDIVISIONS NAME � PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF K Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 ue>, o Solar or heat pump water heater 23.00 Water piping 15.00 pV Each gas water heater or vent 15.00 TYPE OF WORK New 6( Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describes Work: �P �) L 3 U,4 sr,� �,/� Gas piping system 1 - 5 outlets 15.00 6b Buildingsewer . 15.00 �, Mobile Home I S I G I W @20.00 PERMIT FEE $ 0,60 ELECTRICAL PERMIT Filing Feel 20.00 Main Service 2DOA OR LESS 23.00 2_7 -CIO LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING ernsOCCUP. OR ADDNS. ( e Acc. . SO 3.5QFT: NEW CONS ' MULTI.OUTLET NON•REslo. @7.50 POWER APPARATUS 8 SINGLE OUTLET C"L Ex. Occup. OUTLET OR FDCTURES 20 ®''00 Bnl. @ .so Ex. Occup. D��T�7g pE p,oEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $_� 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 workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - .0 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction' of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating .cam:S Cooling Hood 6.50 4,56 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $Dc> K_ CONPE TOTAL FEE $ HAz 1mPA FLOOD I COF p pp HD , ISSUEIf This permit is hereby issued under of the Butte County Code and/or indicated above for which fees ave q U By --' PERMIT the applicable provisions Resolutions to do work been paid. Date afe Receipt No. WHITE-D.D.S.-B.D. CAN Y -ASSESS R PINK -INSPECTOR GOLDENROD -APPLICANT •► �,,, , , ,r•�,Y.,,r ',..,t�„ter •,_ � ""_.f r COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER:�, ) kc #- A - ASSESSOR PARCEL NUMBER: v Proposed Building Use: Building Inspector: Q Date: At time of permit application, I was advised the following data must be submitted prior to p'ermft p ceasing and/or issuance: Date Received By ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- ❑ 3 . Co ete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- Engineeredplans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. yyj5 ngineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7.. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. --------------------------------- 09. Manufactured Home data and installpati n instru tions including Tie Down Specifications. ------------------ Feesof $------------------------------------------------------- -------- pact fees as shown on the attached schedule. - - ---------- ---------------------------------- -• t .lifornia Department of Forestry plan approv - . -----�---------------------- --------- 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ( Sanitation and plot plan approval Qrh Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). ❑ 22. Workers' Compensation carrier and policy number. ----------------------- �❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -. .� etter of signature authorization. -------------------------------------------- /. Recorded copy of Agricultural Acknowledgment Statement. ------------- 026. Letter of intent on building use. ---------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------- 029.9. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ Lw3 O. Other: GJG (. ( P k -c„ u He P to—,, When you issue the permit, process as"follows ❑ Mail to owner, ❑Mail to contractor. 1 (Date) Telephone s3� - / / 3 I and hold for pickup at i v office. ❑ Deliver with inspector. 9 Q� Applicant: Date: -01, r V Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Othe : Date: 1. Index permit application for the above items numbered: 1� , 2 �;-j '� ❑ Plan Check List 2. Additional items required:�4- Contractor, designer, owner, was advised of the above required data by one, ❑ mail, ❑ Building Division counter, by ate: 5 / o�was advised of the above required data by ❑ phone,;kmail, ❑ Building Division counter, by ate: 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, ❑ Bu'ld' Division unter, by Date: Plans reviewed by: Date:•Z Plans approved by: Date: �, Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: IV Date: Yellow Copy - Department of Development Services, Building Division.] TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location E.H. USE ONLY Plot Plan Attached Floor Plan A" hed-�` Sent to B.D. 7,7, _ S-.V� ® C Plan Approved for: Sewage Disposal Water Supply: Public Clearance foaegwelling. Other Hold final for: Final clearance O.K. for:' NOTE: Environmental Health Specialist 0 AP# / Private Well Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT .SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538775.41 SCHEDULE OY FEES DUE OWNER -Q Carr PROPOSED BUILDING USE 1. UILDING PERMIT FEES �- 'Balance Due ................ $ - -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES (paid at District Office) �HERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) . x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) lJ SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) /0a(''~ 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. #_(7:7 2_ 0 0 DATE REC # DATE REC 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. ry PPLICANT Imo, DATE 1 Original -Owner Copy -Building Div. (Rev. 12/96) .�.:+.� r-+�,+..v'�rr.-•��hii�ri�..lsw+�i+i'.,��+Wil,,�"�L�'i'��.i�•�'..:•Xs...��ti�t•"°•"°'iss'ti,"a�'...v3`.�::c;y„'.-4Gw1`',�-v,`ii.h�r�+-w��-�^���+�w..t,;-.:.r.��..�t .�f*.i BUTTE COUNTY SCIiOOLS•IMPACT FEE CERTIFICATION FORM • (One form per Building) , School District A.?. Number Property Owner Property Location/A i�trDU( 1 Q/y�� Building Department No. Gr 7� S��—z(o Jurisdiction: City County �� Ek Subdivision _ Lot No. ++ r Residential Development Sq. Footage No of Living Mobile Home Addition (Group R) Units Installation, Commercial/Industrial Department New Addition (moor rians revieweo oy scnooi uistnct Fersonneq Sq. Footage oncwamg txieno- Roofed Areas) . /, / ::?IAI 14?,?, Date District Identification No. (p�{� School District certifies that 4 � v A (Applicant) (Street Address) (City) has complied with the requirements of Resolution No representing /U & (D square feet. School District Representative Paid by Check # Remarks: (State) (Phone Number) X96 (Zip Code) q 9 _ �1 — D f� by payment of $ 00_2d j ,�,' JFBi 2926. $ IFULL MITIGATION $ 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 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit youfrom 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 (2/971dmm COPY of Document Recorded 30-Jun*98 1998-0027159 Has not been cola a AND WHEN RLCORDED INIML TO: original P red with BUTTE COUNTY BUILDING DIVISION B 7 COUNTY CENTER DRIVE Butte COUNTY RECORDER OROVILLE CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent propertyshould be prepared to accept such inconvenience or discomfort from normal„necessary farm operations. All that real property situate in the Count, of Butte, State of California, described as follows: Date: k��Ckl:�A PROPERTY OWNERS: State of California ) County of ) On before me, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/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. Signature Seal: A.P.# /ID- - �• '-C� NOTE TO RECORDER: DO NOT REE -'ORD THIS SIDE AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural Statement of Acknowledgment: A.A. - I I . Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property ow-ners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) C DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 41, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SWEDES FLAT SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY.12, 1982, IN BOOK 85 OF MAPS, AT PAGE(S) 33, 34, 35, 36, 37, 38, 39, 40, 41 AND 42. RESERVING THEREFROM A NON-EXCLUSIVE RIGHT OF WAY FOR ROADS AND PUBLIC UTILITIES OVER GRAND OAK COURT AND GRAND OAK DRIVE, -AS SHOWN ON SAID MAP. PARCEL II: A NON-EXCLUSIVE RIGHT OF WAY FOR ROADS AND PUBLIC UTILITIES OVER GRAND OAK DRIVE, AS SHOWN 'ON THAT CERTAIN MAP ENTITLED, "SWEDES FLAT SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 12, 1982, IN BOOK 85 OF MAPS, AT PAGE(S) 33, 34, 35, 36, 37, 38, 39, 40, 41 AND 42. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A NON-EXCLUSIVE RIGHT OF WAY FOR ROADS AND PUBLIC UTILITIES OVER GRAND OAK COURT, A.$ --SHOWN ON THAT CERTAIN MAP ENTITLED, "SWEDES FLAT SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 12, 1982, IN BOOK 85 OF MAPS, AT PAGE(S) 33, 34, 35, 36, 37, 38, S9, 40, 41 AND 42. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. (APN 072-540-006 I MR. auTTE C=—iTy SU.MON't rREP-Adr,"'NOW I klaw-2 -32 Ver. = Tue Jun 9 16:41:11 199E: Customer : ORSILLO Project #: RH3018 Truss ID P,GE1 Toplpitch 5/12 Span 25-0 Quantity 2_______________________ ==Bld(4/20/1998),v1.1_________________________________ .10TES: 1 -Gable studs spaced at 16 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 -Continuous bearing provided along Z2' -d' OF bottom chord -Cs'N7, .3'-0" 141 -Provide 1X4 plates at each end of gable stud unless otherwise noted SLATE OFFSETS (X=LEFTY=TOP):[j7=3,23, r 3: -0 6-6-14 1:2-6 1 -5- 5-0 - 6-6-14 5-11-2 5-11-2 6-6-14 1-4-6 d- 17-0 25-0 8-0 8-0 9-0 R. HL TO PK :13-6-8 L. HL TO PK:13-6-8RIGHT HEIGHT:0-4-1 LEFT HEIGHT:0-4-1 SPAN:25-0 RISE:5-6-9 _ LOADING (PSF) 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.@0=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 M20-165,142 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-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINE 8TiF LCRIJU Q HMO J0- N 13. 1998 5:19PM A ITEK'INDUSTRIES INC. No•2038 P. 13/29 ===<<0<ACEe-32 Ver. 1.1 » »==--_-___.. CUB omer • ORSILL166577 O Tue May 12 07:26:15 1998 Pro3oct #: RH3018 Truss ID AGE Family # : 104 Span : 25-0 Quantity 2 Top Pitch : 5/12 =B(d(G/20/1998) V1.1=========... NOTES: 1 -Gale studq spaced at 16 inches o.c. 2 -Brach vertical S$tuds in accordance witch standard gable end detail 3 -Continuous bering provided -along entire. bo tom --chard 4 -Provide 1X4.plates at each endo gable stu unless otherwise noted' PLATE OFFSETS (XwLEFT;Y■TOP):(J7=3,2), �1 Q 04ES"0�� ONG Y F't0 4J4 �'rOF CAt1% J5 L. HL TO PK:13-6-8 R. HL TO PK :13-6-8 LEFT HEIGHT:0-4-1 SPAN:25-0 RISE:5-6-9 RIGHT HEIGHT:0-4-1 LOADING L(PSF� MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.l&Btr GR DF -L rop BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 20 7 LL.DEFL.®0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L 3TR.INC.: LUMB 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 IEFLECTION(IN.) L.L= 0.00,D.L■0.00,T.L■0.00 'LATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 'HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. i i TZ.: COUNT APPWNEU gay. -13. 1898 5,13PM A TEK•INDUSTPIES INC. N0.2038 P - 1/29 =a -««ACES -'32 Ver. 1.1»»======_---- [ 166565 j =___=--��m-««MOSS»»======--- Cue�omer ORSILLO Tue May 12 07:25:18.1998 Project # : RH30'18 TruSB ID A Family # 20 Span 25-0 Quantity 4 To tch P} : 52%12 Seat cut 0-3-8 Bo? pitch 3/12 ==Bld(4/20/1998),v1.1=====_________________________________asmmossa=a----------------__ — ------------------ TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC, 1 -•9■ -3690 5-6. 1464• 2-8. 1757 -•1=-976 3.50 --- -• ••- 2-3m-1097 6-7. 1464 2 -7■ -2597 5=-976 3.50 QaOFE,�SIo 3 -4■ -1051 7-8= 3492 3-7. 488 4 -5■ -1595 8-1= 3487 4-7=-531 4-6. 89 'LATE OFFSETS (X=LEFT,Y■TOP):[j2=5,1.51,[J7=4,2.51,(J8=5,2), 9 Jl'9 c.���p• 6-2 1 12-8 1 18-9 I 5_ �OFCAUFOa 6-2 6-4 6-3 6-3 454 .I I. I V 1-1 I .6-2 I 12-0-8 i 18-9 5-0: I 6-2 5-10-8 6-8-8 6-3 ,6 HL TO PK:13-6-8 INTERNAL RISE:1-5-10 R. HL TO PK :13-6-8 DEFT HEIGHT:0-4-1 SPAN:25-0 RISE:5-6-9 RIGHT HEIGHT:0-4-1 GOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.997 TOP CHORD:2X4 No.i&Btr GR DF -L COP 20 7 BOTT 7-8=0.602 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL.®8=0.30 < L/360 WEBS :2X4 STANDARD GR DF -L ;TR INC : LUMB = 1.15 PLATE - 1.15 SPACING - 24.0 in, o. c. ZEPETITIVE STRESSES USED NO. OF MEMBERS - 1 IE8 2-7 BRACED at 1/2 POINTS AS SHOWN ABOVE IotezUse 1x4 or 20 Cont.Bracing conn.w/2-8d nalls,or T -brace of seme'stte and grade as web conn. to narrow face w/10d naps 6 in. o.c ,EFLECTION(IN.) L -L= 0.30,D.L■O.21,T.L■0.51 'LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-1CBO,TPI-91 'HIS DESIGN 1S FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND.TEMPORARY BRACING(WHICH 19 ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. r UTTE GOARITY iL ; qt r May -.13- 1998 5:14PM-MITEK-INDUSTRIES INC. No,2038 . P. 2/29 a==««ACES-32 Ver. 1. 1»»=a=m-@===__ [ 166566 ] -_____�_-==««MOSS»»========= Cus>romer : ORSILLO Tue May 12 07:25:23 1998 Project #: RH3018 Truss ID : Al Family # : 2 0, Seat 05308 Quantity 3 Boe Pitch 3/12 cut : : ==8Ld(4/20/1998),V1.1==========acaa=====Ma IMCIM= e====c===mmm=====____===================== TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE APPROV INDUSTRIES INC. 1 -.2■ -3690 5-6. 1464' 2-8- 1757 -1-976 3.50 -•-• QAOFESSIO 2 -3■ -1097 6-7- 1464 7-8- 3492 2-7--2597 5■•840 3.50 3-7- 488 el 3-4=•1051 4-5■•1595 8-1!i 3487 4-7--531 4-6= 89 � 0/00") 'LATE OFFSETS (X=LEFT Y■TOP): Cj2.5,1.S3,Cj7■4,2.53,CJ8.5,23, 3: C• s�,q CI1/IL � NSP ��Of CALIEn� 12-0 1 6-2 i 12-6 18-9 I 25-0 6-2 6-4 6-3 6-3 4X4 3 1 6-2 + 12-0-8 18-9 I 25-0 6-2 5=10-8 6-8-8 6-3 (6 5 HL TO PK:13-6-8 INTERNAL RISE:1-5-10 R. HL TO PK :13-6-8 rjEFT HEIGHT:0-4-1 SPAN:25-0 RISE:5-6-9 RIGHT HEIGHT:0-4-1 = = m ==a==== m=23 m = _ _ _ _ _ _ _ _ _ mm mm mm �.,OADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-20.997 TOP CHORD:2X4 No.l&Btr GR DF -L 30TT 20 7 0 7 LLTDEFL @8=0630 < L/360 WEBSCHORD?2X4 STANDARD GR DF -L GR DF -L 3TR.INC.: LUMB = 1.15 PLATE - 1.15 SPACING - 24.0 in. o. c. ZEPETITIVE STRESSES USED NO. OF MEMBERS = 1 IEB 2-7 BRACED at 1/2 POINTS AS SHOWN ABOVE IOte,Use 1x4 or 2x3 Cont.Brecin@ conn.w/2-8d nalLs,or T -brace of same size and ®rade as web conn. to narrow face w/10d nails 6 in. o.c -EFLECTION(IN.) L.L■ 0.30,D.L=0.21,T,La0.51 'LATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICAL LY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, USC-ICBO,TPI-91 HIS DESIGN IS. FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. ?i Jr FT v .7A ICJ 1 A-V LY May. -13. 1998 5:14PM A ITEK•INDUSTRIES INC. N o . 2 0 3 8 P, 3/29 --=««ACES-32 Ver. 1.1>>>>= ---- ==—w ( 166567 Cueomer ORSILLO Tue May 12 07:25:28 1998 Pro3M #: RH3018 Trues ID A2 Family # : 2�0 Span 25-0 Quantity : 1 Top Pitch 5 12 Seat cut 0-3-8 Bot pitch : 3/12 ==BLd(4/20/1998),v1.1=====--------=====aoe-aa-----a====ca---�aaasacase=c=_=�c_ccc.=.c=== TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED INDUSTRIES INC. 1 -2■ -3690 •5-6= 1464' 2-8■ 1757 --1■-840 3.50 - - OFESS/ 2 -3■ -1097 6-7= 1464 2-7•-2597 5■ -840 3.50 3-4=-1051 4 -5■ -1595 7-8. 3492 8-1. 3487 3-7■ 488 4 -7■ -531 4-6■ 89 ?LATE OFFSETS (X■LEFT,Y=TOP):(J2=5,1.51,IJ7=4,2.5),(J8■5,2), �j,--CIVIL�P \\OF CAU�� 6-2 16-4 6-3 6-3 4X4 Connect truss to 01rd6r 3 with Simpson or equal L hanger. ai9 3X4 3X10 3X6 5110 5X10 114 I 6-2 12-0-8 I 18-9 1 25-0 I 6-2 5-10-8 6-8-8 6-3 L. HL TO PK:13-6-8 INTERNAL RISE:1-5-10 R. HL TO PK :13.-6-8 LEFT HEIGHT:0-4-1 SPAN:25-0 RISE:5-6-9 RIGHT HEIGHT:0-4-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER -L D TOP 1-2=0.997 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 7-8=0.602 BOT CHORD:2X4 No.l&Btr GR DF -L SOTT 0 7 LL.DEFL.68=0.30 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUM B a 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WEB 2-7 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Brecing conn.w/2-8d naiLs,or T -brace of some size and grade as web conn. to narrow face w/10d nails 6 in. o.c OS FLECTION(IN.) L.L■ 0.30,D.L=0.21,T.1L=0,51 PLATES ARE MITEK M20-165,142 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-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. �.� r ALU ��+�:���� •� ClUl "WILD P A4 MaY-13. 1998 5:15PM ••MITEK'INDUSTRIES INC, No•2038 P- 4/29 ===««ACES -32 Ver. 1 .1»»--m===----a [ 166568 j a======ama-«<<MOSS»»=======.m Cue omer : ORSILLO Tue May 12 07:25:33 1998 Pro ect #: RH3018 Truss ID A3 Family # : 104 Span : 25-0 Quantity 3 Top Pitch : 5/12 ==Bld(4/20/1998),v1.1======mmaam==aa====a===tamamm===========WaaaamaMM=========maaammm-= TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2--1544 5-6■ 1418 2-7e-290 1■ -840 3.50 2-3--1393 6-7■ 963 3-7- 495 -5--840 3.50- .50 3.-4--1393 7-1. 1418 3-6= 495 3.-4m- 1393 QQ� 4-5--1544 4-6--290 'LATE OFFSETS (X-LEFTY-TOP)L[j7-3,2), ;� `:\', V -U -I1 , 14-0 10-0-L 6-6-14 5-11-2 5-11-2 Connect truss 1 with Simpson I_..,5 Uo 3X5 1 4X4 3 516 314 IV 99 3X5 6 8-0 4 17-0 25-0 8-0 9-0 8-0 HL TO PK:13-6-8 R. HL TO PK :13-6-8 DEFT HEIGHT:0-4-1 SPAN:25-0 RISE:5-6-9 RIGHT HEIGHT:0-4-1 ,OADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.352 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 5-6=0.411 BOT CHORD:2X4 No.i&Btr GR DF -L 30TT 0 7 LL.DEFL.@7=0.07 < L/360. WEBS :2X4 STANDARD GR DF -L 3TR.INC.: LUMB = 1.15 PLATE 1.15 -SPACING 24.0 in. o. C. tEPETITIVE STRESSES USED NO. OF MEMBERS = 1 EFLECTION(1N.) L.L= 0.07jD.L-0.05,T;L-0.11 LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI-91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)COIISULT BLDG ARCHITECT OR ENGINEER. �J1 =N ..+1 t-" SULr -�� r .6 6.23 F�i< VELYi May 13. 1998 5 1 5P A ITEK( INDUSTRIES INC. No 2038 . P. 5/29 [ 166569 ] __ ««MOSS»»= maa«<EACES-32 Ver. 1.1»»e===-.-..___==-x====m Cusi omer : ORSILLO Tue 'May 12 07:25:37-1998 Projpct #: RH3018 Tr SS ID : A4 Family # : 104 Span : 22-0 Quantity . 1 Top Pitch : 5/12 ==BId(4/20/1998),v1.1=====ma-aaa----m=====vaa-aa;q TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-Z=-1287 6-7. 756 2-8=-293 1■ -738 3.50 2 -3? -1135 7-8. 723 3-8a 499 -6=•738 3.50 _.— ....�a 3-4=-839 8-1. 1181 3-7= 80 �pfESS,IA-� - 4-50 0 4.7- 41 5-6=-93 4 -6■ -973 SLATE OFFSETS (X■LEFT,Y■TOP):(j8.3,21, Conn with L 0 -0 -IS 8-6-14 4X4 5-11-2 a 5X6 7 3X4 8-0 I 17-0 f 22-0 5-0 9-0 5-0 �D v 0 6 D Z r•` 3X5 Ij. HL TO PK:13-6-8 R. HL TO PK :10-3-8 'jEFT HEIGHT:0-4-1 SPAN:22-0 RISE:5-6-9 RIGHT HEIGHT:1-7-1 como-- jOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2-0.345 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 8-1-0.377 BOT CHORD:2X4 No.l&Btr GR DF -L =T 0 7 LL.DEFL.®8=0.04 < L/360 WEBS .2X4 STANDARD GR DF -L ;TR. INC.: LUMB - 1.15 PLATE - 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS a 1 EFLECTIONO N.) L.L■ 0.04,D.L=0.03,T.L■0.07 LATES ARE'MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYKMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 MIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. o May 13. 1998 5:16PM A ITEK•INDUST,3IES INC. No.2038 P. 6/29 ---«<<ACES632 Customer Ver. : ORSILLO 1 . 1»»m==.==__--. [ 166570 #: RH3018 Truss ID A5• Ta:_2 5 :v4 Family # 104BP2 20-11-8 Quantity 1 Top Pitch S/12Id(40/1998),v1.1-=====--====-- -- v2 C =1998 _ � mProject Cu=e _ �M. vy = _1 =2 m .0 v7 = = 3 TOP CHORD BOTTOM CHORD WEBS 1.2■ -1197 6-7. 527 2-8=-294 REACTIONS - SIZE 1■ -703 3.50 APPROVED FOR MITEK INDUSTRIES INC. 2-3=-1045 3 -4■ -647 7.8. 639 8-1. 1099 3-8- 500 3-7Q-64 6=•703 3.50 1 V 1 4-5■ 0 4-7■ 153 5-6=-64 4 -6■ -807 OFESSIO EpONG Cor wlY 3 «a1+1�l�I•Ti':7 Cfw 4X4���_:Or 3X4 3X4 8-0 17-0 20 11 B 8-0 9-0 3-11-8 :4 CD 4 c0 n z� m— �00 D -i A� 100 m c �o v U a 0 Z 4 3X5 HL TO PK: 13-6-8 DEFT HEIGHT:0-4-1 SPAN:20-11-8- RISE:5-6-9 RIGHT HEIGHT:2-0-45 GOADING (PSF� MAX STRESSES ---------_�•�_____-�_____'-______•-'__ MINIMUM GRADE OF LUMBER L TOP 1-2-0-343 TOP CHORD:2X4 NO.1&Btrr GR DF -L OP 20 7 BOTT 8-1=0.365EOT CHORD:2X4 No.l&Btr GR DF -L OTT 0 7 LL.DEFL.®8=0.04 < L/360 WEBS :2X4 STANDARD GR DF -L TR.INC.: LUMB - 1.15 PLATE - 1.15 EPETITIVE STRESSES USED SPACING 24.0 in. o,. C, N0. OF MEMBERS = 1 :FLECTION(IN.) L.L- 0.04,D,Ls0.03,T.L=O.06 .RTES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS -SHOWN) ATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI-91 IS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACINO(NHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. h1•a Y r 13 ... r.t... ..�.. �.J•-r ,. .. � � , _ _ ..... d'x` .. _ A...'..r'w'n;..:i,r%,Y;.S a..!r'r-A .. v[ ..x is `, 1998 5:16P.M-MITEK•INDUSTRIES INC. Nor2038 . Pr 7/29 ==•<<<'<ACES=32 ver. Cus>omer : ORSILLO 1. i»»==..__...-._ ( 166571 Project Span` #: RH3018 : 21-3-12 Truss ID : A6 Tue May 12 07:25i46 1998 Family ## : 11, 7 Seat cut : 0-3-8 Quantity . 2 To Patch 3/12 Bot pitch : /12 --BLd(4/20/1998),v1.1-ao==a..me====a..a==aaom....ceso===-.....ea====os.-a;o=:-..a=a=�..�e= TOP CHORD BOTTOM CHORD WEBS 1.2■ -2854 6-7. 0 2-9. 72 REACTIONS SIZEAPPROVED -1■-851 3.50 F -LE INDUSTRIES INC. - -- 2 -3■ -1805 7-8. 1536 2 -B■ -956 6-715 3.50 pQQ;fSS]�j�� 3-4=-1805 8-9e 2703 3-8o 1085 Q lF \ 4 -5■ -1614 9-1= 2700 4-8= 176 5-6e-693 4 -7■ -302 5-7. 1490 PLATE OFFSETS (X=LEFTY■TOP)-EJ7.3,2.53,Ej84,23, 6 ��OG CALIF�� 8-10-7 5-7-9 5-7-B 4X4 3 ILOCKING d BRACING EOUIRED AT SUPPORT: 3x8 6-10-7 S- -9 •7-� 3-2-3 HL TO PK:13-6-8 INTERNAL RISE:3-0-10 R. HL TO PK :9-6-9 IJEFT HEIGHT:0-4-1 SPAN: 21-3-12 RISE:5-6-9 RIGHT HEZGHT:0-21-7 JOADING (PSF) MAX STRESSES - MINIMUM GRADE OFLUMBERL D TOP 1-2=0.750 TOP CHORD:2X4 No.l&Btr GR DF -L 'OP 20 7 BOTT 8-9=0.497 BOT CHORD:2X4 No.l&Btr GR DF -L IOTT 0 7 LL.DEFL.@9.0.21 < L/3_60 WEBS :2X4 STANDARD GR DF -L :TR INC.: LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 in. o c :EPETITIVE STRESSES USED NO. OF MEMBERS = 1 :FLECTION(IN.) L.L■ 0.21,O.L■O.15,T.L■0.36 LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 11S DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. �; i 6 E E CWI 9Y POP VE D N1ay•.13 1998 5:21PM .-MITEK* INDUSTRIES INC. No.2038 P - 11/29 166581 ===««ACES -32 Ver. 1.1»»==-Q=====_= I Cus Omer ORSILLO Tue May 12 07:26:35 1998 ProMt #: RH3018 Truss ID : A7 FamiI # 1 7 Sian cut 0-3688 Quantity 2 Top P tch 5 12 Bot pitch 3/12 ==Bld(4/20/1998),vl.I=o=a-- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2x•2700 6-7■ 0 2-9. 73 •-1=-825 3.50.- 2-3=-1645 7-8- 1146 2 -8■ -963 6=-689 3.50 ` 3.4--1645 8-9s 2557 3-8= 961 4 -S■ -1204 9.1x 2554 4-8= 4064-7 r4p 5 6= 673 5-7.371 1122 7iNPLATE OFFSETS (X■LEFT,Y=TOP);[J7■2,1.5),IJ8=4,27, 2-6 OF 6-10-7 5-7-9 5'-7-9' 2-4- 4X4 3x4 I e-10-7 12-6 � I it -1-9' i 20 s 5-10-7 5-7'-9 3-7-9' 2-4-15 J. HL TO PK:13-6-8 INTERNAL RISE:3-0-10 R. HL TO PK :8-8-9 ',EFT HEIGHT:0-4-1 SPAN:20-6-8 RISE:5-6-9 RIGHT HEIGHT:1-0-15 ,OARING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.712. TOP CHORD:2X4 NO.1&Btr GR DF -L COP 20 7 BOTT 8-90.476 BOT CHORD:2X4 No.l&Btr GR DF -L LL.DEFL.09-0.19= < L/360 /360 v - WEBS EBS :2X4 2a X- 4- - - STANDARD TD A= N_ D_ A= a D- - G- Ra DF -L >aT-NC== ==a -mm= ========m ==m .: LUMB = 1.15 PLATE - 1.15 SPACING - 24.0 in. o. c. tEPETITIVE STRESSES USED NO. OF MEMBERS - 1 EFLECTION(IN.) L.L■ 0.19,D.L■0.13,T.L=0.32 LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/MDS DESIGN SPECS, UBC-IC2O,TPI-91 HIS DESIGN 1S FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. -aE c �. m" May -13. 1998 5:214 A ITEKINDUSTRIES INC. No -2038 P. 18/29 Ver. 1.1»»===._______ [ 166582 j ===@em====.<<MOSS « >>>> Cus omer ORSILL O Tue Pro�fect #: RH3018 Truss ID : A8 May 12 Family # 07:26:40 1998 1 7 Ran 17-0-12 Quantity : 2 : To P tch 5 12 S at cut 0-3-8 Bo pitch : 3/12 ••BLd(4/20/1998),vl.l-....as====aa...vo=cca=a.. TOP CHORD BOTTOM CHORD 1i2■ -2006 '5-6■ 0 ' WEBS REACTIONS - SIZE 2-7■ 76 APPROVED FOR MITEK INDUSTRIES INC. 2-3■-420 6-7a 1899 -1--706 3.50 2-60-994 5■ -570 3.50 -•--- - 3-4--920 7.1■ 1847 3-6m 436 O ' 4-5=-539 4-6. 852 _ 't, PLATE OFFSETS (XeLEFT,Y=TOP):(j6a4,2), 3: -10-75-7-9 4P 'aTF or cv; �9 04 6-10-7 12-8 17-0-12 6-10-7 9-7-9 4-6-12 M LSU, •,, -2- 11-13 11-13 L. HL TO PK:13-6-8 INTERNAL RISE:3-0-10 R. HL TO PK :4-11-5 LEFT HEIGHT:0-4-1 SPAN:17-0-12 RISE:5-6-9 RIGHT HEIGHT:1-7-15 a a .. a O C � 11-- PCSF a a . a C = � = a .. a ' LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.566 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 20 7 BOTT 6-7-0.382 BOT CHORD:2X4 No.l&Btr GR DF -L SOTT 0 7 LL.DEFL.®7=0.12 < 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 )EFLECTION(IN.) L.L■ 0.12,D.L■0.09,T.L=0.21 )LATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTH A 646 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) )LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 PHIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(NH1CH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. • is ►:,V ,May•i3. 1998 5:21.PM .-MITEK INDUSTRIES INC. No•2038 P- 19/29 ===««ACES -32 Ver. 1. 1»»===___-__-_ 166583 J--=======--««MOSS»»=======ma Cuss omer : ORSILLO Tue May 12 07:26:44 1998 .Pro7ect #: RH3018 Truss ID. : A9 Family ## : 1 7 Span : 13-7-4 Quantity : 2 ToP}tch 512 Seat cut : 0-3-8 Bo pitch 3/12 ==BId(4/20/1998),v1.1==========aaaaaa-aam@ate-;-as===a=- =m@---o=====================W-M TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1.2■ -1315 3-6. 0 2-7= 80 -'1■-589 3.50- 2-3-200 .50 2-3-200 6-7■ 1246 2-6-1025 52-453 3.50 p�EBS10 3-4-200 7-1. 1244 3-6a-24 QCt Mq� �a 4 -5■ -446 4-6s 390 PLATE OFFSETS (X=LEFTY=TOP):CJ6=4,21, 1 3X4 1 8-10-7 1 12-6 131-41 6=10-7 3-7-9 1- L. HL TO PK:13-6-8 INTERNAL RISE:3-0-10 R. HL TO PK :1-2-6 LEFT'HEIGHT:0-4-1 SPAN:13-7-4 RISE:5-6-9 RIGHT HEIGHT:2-2-13, �.�.-- _ - - - -- LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER ^� L TOP 1-2=0.458 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 6-7=0.289 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@7-0.07 < L/360 WEBS :2X4 STANDARD GR DF-L - STR.INC.: LUMB m 1,15 PLATE a 1.15 SPACING 24.0 in. o. c.' REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.L= 0.07,D.L■0.05,T.L•O.12 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 CRO A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETR I CALLY (EXCEPT AS SHOVN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN 19 FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. k Y.13• 1998 5:22 P.M MITEK •INDUSTRIES INC. No•2038 P. 20/29 .=<< «ACES -32 Ver. l.l» »_-__-_====.j 166584 j===..====..« «MOSS>> >>======.=. CUB omen ORSILLO Tue May 12 07:26:48 1998 Pro3ec.t ##.: RH3018 Trues ID A10 Family # 1 7 S an 10-1-12 Quantity 2 Top Pitch 5If12 Sat cut 0-3-8 Bot pitch 3/12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 172■ -625 •4-5■ S92' 2-5■ 66 --1■-471 3.50. 2-3. 0 5-1. 591 2-4--580 46-335 3.50 3-4=-84 •a0 �- 6-10-7 10-1-12 6—ro-7, 3-3-5 J 2. L. HL TO PK:10-11-14. INTERNAL RISE:2-5-9 LEFT HEIGHT:0-4-1 SPAN:10-1-12; RISE:4-6-12 RIGHT HEIGHT:2-1-3 -_=...-n=S-====m.Q=_=====----- LOADING (PSFF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.3a TOP CHORD:2X4 No.1&Btr GR DF -L 'TOP 20 7 BOTT 4-5-0.188 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.®5=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 )EFLECTION(IN.) L.L■ 0.02,D.L=0.01,T.L-0.03 'LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)OESIGN COMFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 (HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. Nlav:13. 1998 5:22.PM .-MITEK INDUSTRIES INC. No,2038 P, 21/29 =m -««ACES -32 Ver. 1.1>>>>—====== ( 166585 ] ______==---c«<MOSS»»====--=== Cusromer : ORSILLO Tue May 12 07:26:52 1998 Project #: RH3018 Trues ID :.All Family # : 2 5 Seat cut : 6-8-8 Quantity 2 To PP}tch : 3 12 Bo itch ==BLd(4/20/1998),v1.1@====-= C======vv======_=®�--_== TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2m 0 3-1■ 0 -1■-353 3.50 ...... 2-3=-172 3■ -217 3.50 - 6-8 6-8 HL TO PK:7-2-11 INTERNAL RISE:1-7-2 DEFT HEIGHT:0-4-1 SPAN:6-8 RISE:3-1-6 RIGHT HEIGHT:1-6-4 =DING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.465 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 3-1-0.121 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L _�.._=vv-m�C�--------...C=vvv==----�-3Ltvmc----=___� 3TR.INC.: LUMB = 1.15 PLATE _ 1 15- - - SPACING • 24.0 in. o. c. tEPETITIVE STRESSES USED NO. OF MEMBERS = 1 EFLECTION(IN.) L.Lm 0.00,D.L=0.00,T.L■0.00 LATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-1CSO,TPI-91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 1S ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. U a. �. P 67Y May, O). 1998 5:234 -MITE(INDUSTRIES INC. No•2038 P - 22/29 ==-««ACES-32 Ver, 1,1»»=me====____ [ 16658.6 ]===l--w====««MOSS»»!!m====== CusOmer : ORSILLO Tue May 12 07:26:54 1998 Pro3act #: RH3018 Truss ID : Al2 Family # 2 5 Span : 3-2-8 Quantity : 2 Top Patch 512 Seat cut : 0-3-8 Bot pits 3/12 ==BId(4/20/1998),v1.1!!laaav!!!a=m3Q!!!!!llea-===v=====______ TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2- 0 '3-1- 0 --1-235 3.50 2 -3■ -79 3--99 3.50 2-0 3-2-8 3-2-8 1X4 3X4 r 3-2-8 3-2-8 L.. HL TO PK:3-5-11 INTERNAL RISE:0-8-12 LEFT HEIGHT:0-4-1 SPAN:3-2-8 RISE:1-8-1: RIGHT HEIGHT:0-11-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER. L TOP 1-20.096 TOP CHORD:2X4 No.i&Btr GR DF -L TOP 20 7 BOTT 3-1=0.025 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•.L- 0.00,D.L-O.00,T.L=0.00 PLATES ARE MITEK M20-165,142 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)DESION CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. ..F ktay..13� 1998 5:20pM -'MITEK INDUSTRIES INC. No•2038 P. 16/29 ==-««ACES-32 Ver. 1.1»»=4==@==____ [ 166580 Cusi omer : ORSILLOMOSS»»===m== Tile y 12 07:26:29 1998 Span,eot #: 203618 Truss ID : AF FamiMal # 104 Quantity • 1 Top PYtch : 5/12 mmBld(4/20/1998),v1.1=====amcC==C==-m.==mmm-raaa===ammesoa======a.==a=�o-cao=aamc===ams= TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE A '�DJF& INDUSTRIES INC. 1-2--1158 6-7■ 425 2-8=-295 1=-823 3.50 2-3--1006 '7-8- 602- 3-8= 501 --6=-687 3.5D- 3-4--563 8-1. 1063 3-7=-127 _._..... _ - 4.5- 0 4-7. 206 5-6--52 4-6--745QRpFEssrp�`�l-N NM 4A O. COaS+91a �.:�.. til -14 5-11-2 15-11 4X4 \�20 J 3X4 3X4 I $-0 A-017-0 I -20-6 9-0 3-6 3X5 L HL TO PK:13-6-8 R HL T LEFT HEIGHT:0-4-1 SPAN:20-6 RISE:5-6-9 RIGHT HEIGHT:2-2-9 LOADING L(PSF� MAX STRESSES MINIMUM GRADE OF LUMBER TOP 1-2-0.342 TOP CHORD:2X4 No.l&Btr GR DF -L I'OP 20 7 BOTT 8-1=0.360 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL.®8=0.04 < L/360 WEBS :2X4 STANDARD GR DF -L 3TR-INC.: LUMB 1 _ - 15 PLATE - 1,15 SPACING • 24.0 in. o. c IEPETITIVE STRESSES USED NO. OF MEMBERS = 1 TOTE: BRACE VERTICAL STUDS IN ACCORDANCE WITH THE STANDARD GABLE END DETAIL, CONN. W/1X4 PLATES AT EACH END. ,EFLECTION(IN.) L -L= 0.04,D-L=0.02,T.L=0,06 'LATES ARE M1TEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WINDS DESIGN SPECS, U8C-ICSO,TPI.91 'HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WH1CH 19 ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. h4aY..13. 1998 5:17•PM -'MITEK INDUSTRIES INC, No.2038 . P - 10/29 ===c«<ACES-32 Ver. 1.1 » »-===s.====_[ 166574 j=m=====.�__« Cus Omer ORSILLO «MOSS » »===a===oe Pro�ect #: RH3018 Span 21-1-4 Truss ID. : AA Tue May#12.01046:00 1998 Family Quantity' 1 4 Y Top P tch 5/12 TOP CHORD BOTTOM CHORD WEBS=a=== 1-2=•1210 6-7a 559 REACTIONS - SIZE APPROVED FOR MITEK lNDUSTRINC, iE6 2-8e-294 2-3;-1058 7-8= 651' 3-8. 500 1■ -844 3.50 ---6=-708 3.50• • 3-4=-674 8-1= 1111 3.7--44 - - — - 4-5. 0 4-7= 139 5-6■•68 4-6=-828 PLATE OFFSETS (X=LEFT,T■TOP):[JS=3,2], �<i y,�, •:,�,�'... ��Q. LLJ EXP 9.30- 6-6-14 _ CIVB a��P SOF 5-11-2\rte CAU1G 04 3 3; SX6 3X4 8-0 9-0 4-1-4 :4 s 3X5 z m� 0 c� m�v �a Coco c� vO 0 -� 0 L HL TO PK:13-6-8 R HL TO PK :9-3-14 LEFT HEIGHT:0-4-1 SPAN:21-1-4 RISE:5-6-9 RIGHT HEIGHT:1-11-8 ===C==============3===========oil M== =..®C :__ LOADING (PSF�_____________ MAX STRESSES MINIMUM GRADE OF LUMBER BOTT 2p D TOP 1-2=0.343 TOP CHORD:2X4 No.l&Btr GR DF -L BOTT 8-1=0.367 BOT CHORD:2X4 No 1&Btr GR DF -L LL.DEFL.@8=0.04 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC LUMB _ = 1.15 PLATE 1.15 SPACING • 24.0 in. 0. C. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L■ 0.04,O.Lm0.03,T.L=0.06 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST B THISDESIGNISIFORATRUSSOFABRICATIONOONLYOIFORSPERMANENTLLY ANDEXCEPT AS TEMPORARYSBRACING(WHICHOISORMS W/DS DESIGN SPCS,ALWAYSNREOD)CONSULTEBLDGUARCHITECTPOR9ENGINEER. Y � -- �..0 - y .�• � i ,amu M-ayJ 3- 1998 5:19PM •MITEK• INDUSTRIES INC. N o . 2 0 3 8 P - 14/29 ===««ACES -32 Ver. 1.1»» [ 166578 ] ««MOSS»»=aff(-.= Cus Omer :.ORSILLO Tue May 12 07:26:20 1998 Pro #: RH3018 Truss ID AB Family # : 104 Span 24-9 Quantity 1 Top Pitch - 5/12 m=Bld(4/20/1998),v1.1===ff f¢====afil====sniff ff a===3ff¢==gaff¢===aaf TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-1523 5-6= 1363 2 -7■ -290 1■ -968 3.50 2-3=•1371 •6-7= 943' 3.7. 495 --5-832 • 3.50 3 -4■ -1347 7-1= 1398 3.6■ 461 4-5m-1494 BI ►v��ri��. PLATE OFFSETS 3 4X4 3 3X9 3)r4 8-0 I 17-0 24 -JL 8-0 9-0 7-9 (S s L HL TO PK:13-6-8 R HL TO PK :13-3-4 LEFT HEIGHT:0-4-1 SPAN:24-9 RISE:5-6-9 RIGHT HEIGHT:0-5-5 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER TOP 1-2=0.351 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 7-1=0.408 BOT CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.®7=0.06 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB a 1.15 PLATE a 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L■ 0.06,D.L■0.04,T.L■0.11 PLATES ARE MITEK M20-165,142 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-ICBO,TPI-91 THIS DESIGN 1S FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. Bum Cog - "•` oD MaY:13. 1998 5:2OPM -'MITEK INDUSTRIES INC. N o , 2 0 3 8 P, 15/29 ==-««ACES-32 Ver. 166579 ] am------ Pro�ectr#: RH30180 Truss ID : AC Familyy#12:0046'24 1998 Span 25-0 Quantity : 5 Top Pitch . 5/12 ==Bld(4/20/1998),v1.1======== TOP CHORD BOTTOM CHORD WEBS 1 -2■ -1544 5-6■ 1418 2-7--290 REACTIONS - SIZE 1=-976 3.50 APPROVED FOR M1TEK INDUSTRIES INC. 273-1393 '6-7■ 963 • 3-7■ 495 -•5-976 3.50. - - 3-4>a-1393 7-1. 1418 3-6■ 495 4 -5■ -1S44 4.6-290 _o PLATE OFFSETS (X■LEFT,T■TOP):[J7=3,2), 0-0-14 6-6-14 4J4 OF CAS' is L HL TO PK:13-6-8 R HL TO PK :13-6-8, LEFT HEIGHT.0-4-1 SPAN:25-0 RISE:5-6-9 RIGHT HEIGHT:0-4 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER = - L D TOP 1-2=0.352 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 5-6=0.411BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.Q7=0.07 < L/360 WEBS :2X4 STANDARD GR DF -L d 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= 0.07,D.La0.05,T.L■0.11 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST INSTALLED ON EA. FACE FABRICATIONOONLYIFORSPERMANENTLLY ANDEXCEPT AS TEMPORARTSBRACING(WHICH 130RMS ALWAYSNDS DESIGN REOD)CONSULTEBLDGUARCHITECTPOR9ENGINEER. r i = '+' A -;q0 ll Kay •_13. 1998 5;18PM •MITEK- INDUSTRIES INC. No,2038 . P. 11/29 ===««ACES -32 Ver. 1. 1»»m -a== -c==== [ 166575 v4vvvst ««MOSS>>>>-======== Cue Omer ORSILLO Tue May #12.01046:05 1998 Project #:. RH3018 Truss ID : AA1 Famil Span 25-0 Quantity : 1 Top Pytch . 5/12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC 1-20-1557 5-6m 1450 2 -7■ -290 1■ -981 3.50 2-3=-1405 -6-7m 975• 3-7■ 495 --•5■-981 • 3.50 3.4=-1420 7-10 1630 3-6■ 515 - 4 -5■ -1574 4-6--306 PLATE OFFSETS (X=LEFT,YwTOP):IJ7=3,21, 316 1J4 5-11-2 5h 414 u-Jryl REM 1)i4 BLOCKING' BRACING 14EOUIRED AT SUPPORT: / , 315 3f4 3X10 2x8 WEDGE 8-0 I 17-0 I 25-0 8-0 9-0 8-0 L. HL TO PK:13-6-8 R. HL TO PK :13-6-8 LEFT HEIGHT:0-4-1 SPAN:25-0 RISE:5-6-9 RIGHT HEIGHT:0-4-1 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 4-5=0.353 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 5-6=0.415 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@6-0.07 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 1-6 CANT. RIGHT HEEL )EFLECTION(IM.) L.L■ 0.07,D.Lw0.O5,T.L=0.12 )LATES ARE MIT EK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) )LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS'W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 PMIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACINO(WHICH IS ALWAYS RECD)CONSULT BLDO ARCHITECT OR ENGINEER. ami . . SUILDO V, May., 13. 1998 5:1SPM .-MITEK INDUSTRIES INC, N o . 2 0 3 8 P - 12/29 --=<<«ACES-32 Ver. l.l» »___�_=====e[ 166576 Custromer : ORSILLO Tue May 12 07:26:10 1998 Projact #: RH3018 Truss ID . AA2 Famil Span : 25-0 Quantity : 1 Top Pitch : 5/12 ==BLd(4/20/1998),Vi.1mmoa�a===a====a_=am�a====arca==== TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-1325 5 -6■ -779 2 -8■ -292 1■ -889 3.50 273=-1173 -6-7■ 853 ' 3-8. 498 -•6■-1073 3.50 _ 3-0-922 7-8. 759 3.7■ 142 _ 4-5. 845 8-1= 1217 4.7=-4 4-6a-1923 PLATE OFFSETS (X■LEFT,Y■TOP):(J4e2,1.5),[J8■3,23, 3. EXP. 454 C�(8Y07ipfPs / 8-0 9-0 5-10-8 -1-8 k 514AC)ING T SUPPORT: j5 L. HL TO PK:13-6-8- R. HL TO PK :13-6-8 LEFT HEIGHT:0-4-1 SPAN:25-0 RISE:5-6-9 RIGHT HEIGHT:0-4-1 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 4-5=0.527 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 8-1=0.382 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@8=0.05 <.L/360 WEBS :2X4 STANDARD GR DF -L 5TR INC.: LUMB a 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 !EB 4.6 BRACED at 1/2 POINTS AS SHOWN ABOVE Iote:Uee 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.c ,EFLECTION(IN.) L.La 0.05,D.L=0.04,T.L•0.09 'LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS SHOWN) ,LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TP1-91 'HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS .REDD)CONSULT BLDG ARCHITECT OR ENGINEER. a May. -13. 1998 5:IIPM MITEK INDUSTRIES INC. No 2038 P. 8/29 ==a««ACES-32 Ver.1.1»»===®R===.aa Customer : ORSILO [ 166572 ] .aama...a==««»» MOSS====.=v=== Proj,,ect #: RH3018 Truss ID Tue May 12 07.25:51 1998 Family ## 104 Span : 22-0 • Quantity . 111 Pitch ' Top Pi 5/12 ==eld(4/20/1998) vl 1=a��� TOP CHORD BOTTOM CHORD 1 -2■ -1333 5.6= 1223 WEBS 2 -7■ -266 REACTIONS - SIZE 1■ -874 3.50 APPROVED FOR MITEK INDUSTRIES INC. 2 -'3■ -1134 '6-7= 854' 3.7. 353 -'5■-874 3.50- 3-4--1134 7.1■ 1223 3-6■ 353- 4-5=-1333 4-6=-266 r eni, mlr PLATE OFFSETS 4X4 3 �=Ire=• • (S D L HL TO PK:11-11 LR HL TO PK :11-11 EFT LEFT SPAN:22-0 RISE:4-11-1 RIGHT HEIGHT:0-4-1 LOADING (PS L MAX STRESSES MINIMUM.GRADE OF LUMBER TOP 1-2=0.268 TOP CHORD:2X4 No.1&Btr GR DF -L OTT 20 7 BOTT 7-1®0. 317 BOT CHORD:2X4 No 1&Btr GR DF -L 0 7 _ LL.DEFL.(V7-0.05 < L/360 WEBS .2X4 STANDARD GR DF -L ;TR INC.: LUMB = 1,15 PLATE 1.15SPACING 24"a=c. REPETITIVE STRESSES USED .0 in. o, c. N0. OF MEMBERS a 1 IEFLECTION(IN.) L.L= 0.05,D.L=O.03,T.La0.08 'LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TP1-91 *HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 1S ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. L L�` fEN- A- Mav;l3. 1998 5:17PM MITEK INDUSTRIES INC, No,2038 P, 9/29 a. -«<<ACES -32 Ver. 166573 J3a.nne=�s C C =««MO S S > > > > _ _ = a s = _ _ _PrjtrH3180 s Fly1205`56 1998oec#: R0Truss : BGE Family :104Span : 22-0 Quantity . 1 itch Il=B(d(4/20/1998) v1 1-=='---_____ -cc as=.. ------- ToP P : 5/12 NOTES: 1 -able studp s aced at 16 inches o. c. 2 -Bracg vertical studs in accordance with standard gable end detail 3 -Continuous bearing pprovided -along entire. bottom.-.cnord 4 -Provide 1X4 plates Ott each end o gable stud unless noted - PLATE OFFSETS (X3'LEFT,Y■TOP):074,21, pONG Y 13 19 NO. CaV9 - * .##nP 9-3400 r 3 5-9-14 3-2-2 . 5-2-2 4X4 3 8-0 6'-0 8-0 (5 5 0 HL TO PK:11-11 R. HL TO PK :11-11 DEFT HEIGHT:0-4-1 SPAN:22-0 RISE:4-11-1 RIGHT HEIGHT:0-4-1 GOADING (PS FL MINIMUM GRADE OF LUMBER L MAX STRESSES TOP CHORD:2X4 No.l&Btr GR DF -L IOT2 T 0 7 LL.DEFL.@0=0.00 c L/360 WEBBOT CHORD:2X44 No 1&Btr GR DF -L STANDARD GR DF -L TR INC1,15 • LUMB = 1 15 PLATE 'EPETITIVE STRESSES USED = 1.15 SPACING • 24.0 in. o. c. NO. OF MEMBERS e 1 EFLECTION(IN.) L.L■ 0.00,D.L■O.00,T.L•O.00 LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI-91 413 DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. C. APPR,OVED h'a}:13. 1998 5:26PM -'MITEK INDUSTRIES INC, No•2038 P - 29/29 ---««ACES-32 Ver. 1.1»»==== --- -___ [ 16659,3 Cus omen : ORSILLO Tue May 12 07:27:15 1998 PrMct #: RH3018 Truss ID G Family # : 121 Sian : 25-5-8 Quantity 2 To Pitch : 4.33/12 SBat cut : 0-3-8 Bo pitch : 2.59/12 . •-Bld(C/20/1998),v1.1==o---=c====v�®vo-==a--�---a====e=====-----mea¢=3====o==.e========e TOP CHORD BOTTOM CHORD WEBS REACTIONS - S12E 172=-19389 7-8--14863 '9-10a 11471 2.10-1498 6.12•-1871 -1.2811-- 3.50 _ 2.3=-17986 8-9--12524 10-11- 14304 3-14■ 1071 6.11= 1404 9.4034 3.50 3 -4■ -15882 11-12a 13249 3-13=-2085 7 -11■ -286 4-5=-11831 12-13■ 14095 4.13= 2164 7-10. 28 5 -6■ -11831 13-14= 17355 4 -12■ -2722 8.10. 2779 QRpFESSIQ 6 -7■ -14569 14-1= 18810 5-12= 7857 �QE� kpONG Y E PLATE OFFSETS (X-LEFT,T■TOP):(15-4,33,1110.3,33,E)12.6,5), �( I�Y 13 t 9 77 Nre CX149419 w6 yx10 -11-a 3-2-14 3-2-14' 3-2-14 3-2-ts -11-8 2-7-1 axa e 4X3 4X5 4 416 4X5 3X6 11112 8012 4>?3 49 4A7;g I 0-8-13 8-0 -1-6 4-3-13 4-3-13 r1-6 4-7-1 L. HL TO PK:15-4-2 INTERNAL RISE:3-0-10 R. HL TO PK :11-8-10 LEFT HEIGHT:0-4 SPAN:25-5-8 RISE:5-6-8 RIGHT HEIGHT:0-9-15 � - - - � - - - . o - - a > > _� _ _ _ - � 2 - - o to MMM - - - - ®a a a a = _ _ - _ __ - __ - - � -_ _ _ _ _ _ _ _ _ _ _ LOADING (N MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.499 TOP CHORD:2X6 No.l GR DF -L TOP 20 7 BOTT 13-14-0.814 BOT CHORD:2X8 SS GR DF -L $OTT 0 7 LL.DEFL.@13=0.65 < 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 NOTE: PROVIDE FOR 0.53 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM TRAPEZOID PANEL(PLF) / JOINTS(LBS) 1- 9. 54 9- 1■ 14 9-10. 357, 303 10-11. 303, 277 11-12■ 277, 225 12-13. 225, 172 13-140 172, 146 14- In 146, 51 VEB: 5-12 TO BE 2X4 No.186tr OR DF -L 2 MEMBERS NAILED TOO. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 1 ROWS) OF .131x3 in. N'/JI S 1n o c�(BOTT.,CHS,) For Webs use 1 ROW of WAILS 12 tn. o.c. .fie )EFLECTION(IN.) L.L■ 0.65,D.L=0.45,T.La1.10 °LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWNj)U11 LD,7 71' )LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/HDS�DESIGN SPECS, UBC-ICSO,.PI.91 EHIS DESIGN 1S FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACINO(WHICH IS ALWAYS REOD)CONSULgB'CDfI�*ARC1`tsE (NEER. May 13. 1998 5;23P'M A ITEK INDUSTRIES INC. No.2038 P- 23/29 r. ==-««ACES-32 Ver. 1 .1»» ----a=====m ( 166587 ] ==--_==----««MOSS>>>>-� Customer : ORSILLO Tue May 12 07:26:56 1998 Proj ct #: RH3018 Truss ID : CGE Family # : 10� Span : 5-9 Quantity : 2 Top Pitch : 12 12 =Bld(4/20/1998) v1.1------------------------------------------------------------aa-- IOTES: 1 -Gable studs spaced at 16 inches o.c. 2 -Brac vertical tuds in accordance with standard gable end detail 3 -Cont nuous be rin rovided alon entire -bo t-om chGrd 4 -Prov de 1X4 plate t each end o? gable stu� unless otherwise noted- .1-0 oted' .1=0 2-10-8 5-9 .1-0 2-10-8 2-10-8 4X4 2-10-8 5-9 2-10-8 2-10-8 iX5 rr CMV R��P L. HL TO PK:4.-0.-13° R. HL TO PK :4-0-13 LEFT HEIGHT:0-5-1 SPAN:5-9 RISE:3-3.-11 RIGHT HEIGHT:0-5-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP CHORD:2X4 No.l&Btr GR DF -L rOP 20 7 BOT CHORD:2X4 No.1&Btr GR DF -L 30TT 0 7 L_L_.DEFL.00=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L 3TR INC : LUMB - 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = I )EFLECTION(IN.) L.L= 0.O0,D.L=0.0O,T.L■0.00 'LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEVEXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)OESIGN CONFORMS W/NDS DESIGN SPECS, UBC-IC5O,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. C -um. co . ,' AMEW May.13. 1998 5:94PM ­MITEK INDUSTRIES INC, No•2038 P. 24/29 ==-««ACES-32 ver. 1 ,1»»====aaaaa�= 166588 =---------- ««MOSS>»> ==== Customer : ORSILLO Tue May 12 07:27:00 1998 Pro3dct #: RH3018 Truss ID DGE Family # : 10 Span : 9-7 Quantity 1 Top Pitch : 12112 .-Sld(4/20/1998) VOTES: 1 -Gable studq s aced at 16 inches o.c. 2 -Bracg vertical studs in accordance with standard gable end detail 3 -Continuous bearing provided -along entire bo tom-cno-rd 4 -Provide 1X4 plates at each end of gable stu� unless otherwise noted' 4-9-B 9-7 4-9-8 4-9-8 ` L. HL TO PK:6-9-5 R. HL TO PK :6-9-5 LEFT HEIGHT:0-5-3, SPAN:9-7 RISE:5-2-11 RIGHT HEIGHT:0-5-3 LOADING (PSF1 MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 No.l&Btr GR DF -L rop BOTT 20 7 0 7 LL.DEFL.00-0.00 <. L/360 WEBS�HORD.2X4' STANDARD GR DF-L -==aaaooa--aaQso.-===..__=.===camaaa-aaa¢aaa=a===a====G======a=aaa®mmaaaaaaaaaav STR.INC.: LUMB = 1,.15- PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 )EfLECTION(IN.) L.L■ O.O0,D.L■O.00,T.L=0.00• 'LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-1CBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT SLOG ARCHITECT OR ENGINEER. EU f t E COUNTY May.l3 1998 5:9.0 A ITEK INDUSTRIES INC. No•2038 P. 25/29 ===««.ACES -32 Veri.1>>>>===========[ 166589 ] =mam==a-===<<<<MOSS»»=a--===__ Cus Omer : ORSILLO Tue May 12 07:27:03 1998 Pro3ect #: RH3018 Truss ID : D Family ## : 10 Span : 9-7 Quantity : 2 Top Pitch : 1212 ==Bld(4/20/1998),V1.la-aaaa--maoc====o..3aotaa=000000mmaamn=o=o=taaaaaavmmma-===._=====ca TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR M1TEK INDUSTRIES INC. 1-2--218 3.4- 151 2-4a 65 1■ -316 3.50 2-3m-218 4-1= 151 -30-316 3.50 - _ oQaOfESSIO�� 4-9-8 - NQS`pONG 1, 4-9-8 4-9-8 1 3 194 04 1X4 2X3 WEDGE 4-9-8' 9-7 4-9-8 4-9-8 X9 2X3 WEDGE IXC049919 +7� P 9.30-00 J OF L. HL TO PK:6-9-5 R. HL TO PK :6-9-5 LEFT HEIGHT:0-5-3 SPAN:9-7 RISE:5-2-11 RIGHT HEIGHT':0-5-3 � C � _ �� _ _ � - _ _ _ _ _ _ _ = a a a a o o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � - •- � - - - - •• - = as v v v a a a a aa a = _ - - - - - - =DING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-20.198 TOP CHORD:2X4 No.1&Btr GR DF -L rOP 20 7 BOTT 3-4=0.081 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL.04-0.00 < L/360 WEBS :2X4 STANDARD GR DF-L. 3TR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. 2EPETITIVE STRESSES USED NO. OF MEMBERS - 1 1FLECTIONO N.) L.L= O.00,D.L■0.00,T.Le0.00 'LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICSO,TPI-91 'HIS DESIGN 1S FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACINO(WHICH 13 ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. May -13- 1998 5 2.513M MITEK INDUSTRIES INC, No.2038 P. 27/29 J ==='44«ACES-32 Ver. 1.1»»=====@===== ( .166521 j==== =-m====««MOSS»»========= Customer : ORSILLO Tue May 12 07:27:09 1998 Project #: RH3018 Truss ID : EGE Family # 101 Span 12-0 Quantity : 1 Top Pitch 5/12 ==Bld(/-/20/1998) NOTES: 1 1 1 -Gable studs spaced at 16 inches o. c. 2 -Brac vertical studs in accordance with standard gqable end detail 3 -Continuous bearing pprovided -aloe entire. bo tomcFiord 4 -Provide 1X4 plate $t each end or -- gable stud unless otherwise noted- 3; Qy�pFESySrO,� 6-0 ` rV EXF 4X4 I<�P �� OF CALF6 6-0 12-0 6-0 6-0 ' ;4 L. HL TO PK:6-6 R. HL TO PK :6-6 LEFT HEIGHT:0-4-1 SPAN:12-0 RISE:2-10-1 RIGHT HEIGHT:0-4-1 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP CHORD, -2X4 No.i&Btr GR DF -L TOP 20 7 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.®0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L _ STR.INC. : LUMB = 1.15 PLATE = 1.15 SPACING :i4.0 -in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.L- 0.0O,D.L■0.0O,T.L•O.00 PLATES ARE MITEK M20-165,142 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 COLIFORMS W/NDS DESIGN SPECS, UBC•IC80,TP1-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 1S ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. RU17-E 001W Y '3 U It yFr,z MPARTUor May -13. 1998 5:2APM MITEK INDUSTRIES INC• No.2038 P. 2 6/2 9 -==<<<eACES-32 Ver. l . >>>> = =wam�-_== [ 166590 ] ===========««MOSS»»========= Cue Omer : ORSILLO Tue May 12 07:27:06 1998 Pro�dct #: RH3018 Truss ID E Family # : 101 Span : 12-0 Quantity 2 Top Pitch : 5/12 -=BId(4/20/1998),vl.1=­=------�®c=c===c==a����aaao===aa��acc======o= TOP CHORD BOTTOM CHORD WEBS REACTIONS SI2E APPROVED FOR MITEK INDUSTRIES INC. 1 -2■ -501 3-4■ 460 2-4■ 82 1■ -534 3.50 2.32.501 4-1■ 460 -3=•534 3.50. - ...... ^� 3) 1x♦ B-0 1.- 12-0 1. 8-0 6-0 4 L. HL TO.PK:6-6 R. HL -TO PK :6-6 LEFT HEIGHT:0-4-1 SPAN:12-0 RISE:2-10-1 RIGHT HEIGHT:0-4-1 LOADING (PSF). MAX STRESSES MINIMUM GRADE OF LUMBER L D: TOP 1-2-0.325 TOP CHORD:2X4 No.l&Btr GR DF -L rOP 20 7 BOTT 4.-1=0.162 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 STR.INC. LUMB 1.15 PLATEr- 1.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS - 1 )EFLECTION(IN.) L.Lz 0.01,D.L=0.01,T.L:0.02 PLATES ARE MITEK M20-165,142 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)DESION CONFORMS W/NOS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RFOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE 2 =p ,�-t Mav-13. 1998 5:2.5PM MITEK INDUSTRIES INC, N o . 2 0 3 8 P - 2 8/2 9 :s•««ACES-32 Ver. 1. 1»»===_______� I 166592 Cus omer : ORSILLO Tue May 12 07:27:12 1998 Pro36ct #: RH3018 Truss ID EG Family # : 101 Span : 12-0 Quantity 2 Top Pitch : 5/12 :-Bld(4/20/1998),vl.1 ====mw=moo=s= TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1 -2■ -3572 3-4■ 3309 2-4= 2371 1■ -2687 3.50 2.3F-3572 4-1= 3309 ' 1■ -2687 3.50 LATE OFFSETS (X=LEFT,Y■TOP)s(j4■5,1.5), 3 L• • .1iii 4X4 ppOrg.v[0 IN yG PF CA:00-V 3X8 6-0 i 12-0- 6-0 2-0 6-0 6-0 V L. HL TO PK:6-6 R. HL TO PK :6-6 LEFT HEIGHT:0-4-1 SPAN:12-0 RISE:2-10-1 RIGHT HEIGHT:0-4-1 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.288 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 20 7 BOTT 3-4-0.701 BOT CHORD:2X8 No.l GR DF -L SOTT 0 7 LL.DEFL.@40.03 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.d 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 1- 3. 54 3- I= 405. 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 In, o.e.(TOP CHS.),AND 1 ROW(S) OF .1310 in. NAILS 4 In. o.c(BOTT. CHS.) For Webs use 1 ROW of NAILS 12 1n, o.c. DEFLECTION(1N.) L.lm 0.03,D.L■0.02,T.Lm0.06 PLATES ARE MITEK M20-165,142 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 W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT. AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. MiTeke January 15, 1998 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries Inc 3033 GOLD CANAL DRNE SURE 200 RANCHO CORDOVA CA 95670 USA FAX (916) 631 8225 TELEPHONE (916( 631 7911 MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails at 127o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. NG G pOYG RedoEX. Chief i er Western Cim q�Or c,u.��°a TTE CM: 5 V �1 i',� t i e MOSS. LUMBER TRUSS DEPT. PROVIDE 2X4 OF LATERAL DRAGIN6 ROOF SHEETING PER PLANS W/3 8d TO DLOGK DOTTOM 2X DLOGKIN6 NOT REO"D TOP TYP. EVERY 16"-O'. W/ CONT. LAT. DRG6. PREMANUFAGTURED TRU55E5 0 24° O.G. 2X DLOGKIN6 W/ 4 8a TO DDL. TOL-L- WALL L-)[5L- DDL TOP PLATE 2X STUDS 16° O.G. TYP. U. N. D. 2X DRL TOP .. PLATES. NOTE: DRAGIN6 TO PREVENT ROTATION LATERAL MOVEMENT IN AGGORDANGE W/ UDG 5EG. 2326.12.8 NOT TO DE U5ED FOR HOIZONTAL, OR VERTIGLE SHEAR TRANSFER LATERAL BRACING DETAIL �1 i',� t i e • r�� Y Zx- STANDARD GABLE END -DETAIL, �ZLzZIq� 'WIND SPEED 78 MPH, MEAN WALL. HEIGHT 15 FT. NOTES TOP CHORD MAY BE NOTCHED FOR 2X4 OUTLOOKERS * DIA60NAL OR L-BRACINGwsrALLFo�ATM"SE02PD.C:MIN.ONGABLEENDWITNto, _... _TRUSSES AT 24' O.C. VERTICALS a Ie- O.G. MAX WITH No VERTICAL REQUIRED UN REFER TO TABLE BELOWNOTCK Top CHORD MAYBE NOTCHED ONLY DIRECTLY OVER STUDS EXCEED ,b-O.C. CABLE END MUST BE FULLY SHEATHPL.YW000 SHEAT-HINO 4X4 ON ONE FACE OR CONTINUOUS 2X4 r2 OR BTR SCAB MUST BE ATTACHED TO ONE FACE OF THE TOP CHORD IF GABLE STUDSO 2X3 TYP• E XCEED IW O.C. AND A STUD DOES NOT FALL UNDER EACHLOOKERS NOTCH. CONNECT SCAB WITH I -ROW OF IoD COMMON WIRE NAILS SPACED AT ,T O.C. MAX THE MAX OUTLOOKER LEND12 ImktiZyz!o` (oG j606tz =2c4r%.2t VARIES TO COMN.CN TRUSS aJ?4 0•�• * 00 90T(1 2X4 LATERAL �Atln t N BRACING - END WALL o, N. FURRING STRIP OR LATH CONT. BEARING. 3X8 SPL. OPT. ROTG—o AWLr_;i)dk FDK SPAN TO MATCH COMMON TRU SS. TYPICAL 2X4" L -BRACE NAILED TO 2X4 VERTICALS W/8d NAILS, 8' O.C. VERTICAL STUD \--. cz,� X t SECTION A -A. LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT. I# NAIL AT 9 END UP TO 7'-0' 2 - led 7'-0' - W-6' 3 - isd OVER 8'-15' 4 - 18d MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE 12 INCH O.C. 5-7-2 11-3-12 1"-14 15 INCH O.C. 5-1-0 12-1-12 9-5-8 24 INCH O.C. 1-5-t IB -f-7 B -e-3 NOTE: LVERT• HAD BEEN CHECKED FOR 98 MPH WIND LOAD, 3 FUR ISH C COPY IOF NSTALLS DRAWING TO CONTRACTOR MEAN WALL HEIGHT OF l5 FT, AND L/240 OEFL, CRIT. �g 2,CONNECTION BETWEEN BOTTOM CHORD OF GABLE END 9.BRACING SHOWL LZN IS FOR 7 I ENGINEER TRUFOR SS ONLY TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER CONSULT AND PERMAN NT ACING OFROOF SY! OR ARCHITECT. TEMPORARY MINIMUM GRADE OF LUMBER LOADING L IPSF O STR. INCR. I 25 7 1 T.C. 2X4 No.l 91 CF -L TPI -95 Crit, TOP 20 DRAWN BY JB B.C. 2X4 No.1 91 OF -L UBC -g4. BOTTOM 0 10 CHECKED BY r JAI Webs 2X4 STUD OF -L SPACINGI 24 Inch O,C. REP. STRESS, YES aPlLM �..lv-c¢us-s `u.'1&4 �ZeSI!5r 6;1 •ro veca Y`FQ�pFESS10 lj{r ✓ice oT2 c-r•�crZ bLV-�./S'2 12C��IS-rl n7(� t"t. t- D=U flTm TG O o ISaI rJ.- �1�F= ��Tuc�a '�l �G�cTA�.tt=v Q� �F N I�I.f�Sw'i^CD4 _ W rTT.� /1 F;G-m-st.r ZS'- ) Qnl fj "CT2u Si IS Go NI�ccTL-� �G �pfVr. r�2G. • WAr r- %oTZ tc-�0 FC F.GONUEC>Io�l rpt �t�E� - A WARNING- Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of ��•• component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' UlTek Industrles, Inc.. Onofrlo Drive, Madison, WI 53719 1998 EXP 9-30-00 ,!} CIVIL ��P �OF CAL\FO This safety alert symbol is used to attract your Mention! 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 responsibilityof the installer(builder, building contractorr licensed contractor. erector or erection contractor) to properlyreceive. unload, store, handle, install and brace metal o/ate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection 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. iV i� DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed w" am- ing will most likely result in serious personal injury or death or damage to structures. j� WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. ® Il 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 for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or,any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: Alltemporary bracing should be rib less than 2x4 grade marked lumber. All connections Ashould 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. ,��,STRUS$"STOR4G E%��^ CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. AWARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. JA WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. Fra I i� 44 �II �h ;f A CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. 11 ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are laced in a stable horizontal position. �l FA -is DANGER: Walking on trusses which are lying flat extremely dangerous and should be strictly me1 Up to 24' 3/12 1 8' 17 12 Over 24' - 42' 3/12 7' 10 1 6 Over 42'- 54' 3/12 1 6' 1 6 1 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine orX y HF - Hem -Fir SPF - Spruce -Pine -Fir ri 0 rya`O ey�'F Ce Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is nodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. PLUMB 12 t —j3or e greater r s/ d• moi, All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater =45° Attachment Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A i 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' Truss i 108" 2" 9' Depth i - D(In) i i Lesser of D/50 or 2" Maximum Plumb Misplacement Line BOW L(tn) 0200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(In) U200 L(ft) ; 200" 1" 16.7' 250" 1-1 /4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 lAWARNING: Do not attach cables, chains, or hooks to the web members. /Or6less o°60° or less Tag Approximately QApproximately Tag Line 1/2 truss length 1/2 truss length Line Truss spans less than 30'. Milli Spreader Bar Toe In Spreader Bar Toe In Approximately 1/2 to i'3 truss length Less than or equal to 60' Approximately JICAL . � I 4TION; the truss top chord with a'closed-loop attachment utilizing materials such as slings,,chains, cables, nylon strapping, To 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 the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Toe In Less than or equal to 60' Tag Line Strongback/ SpreaderBai Tag I Line Strongback/ SpreaderBar At or above mid -height Tag Line 0101 IN I M I I FA Approximately =/3 to 3/, truss length Greater than 60' 10' 10' Approximately _I 2/3 to 3/J truss length Greater than 60' as of braced of trusses Typical horizontal tie member with multiple stakes (HT) ACAUTION: Ground bracing required for all installations. . A Frame 2 CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses 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 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. as of braced of trusses Typical horizontal tie member with multiple stakes (HT) ACAUTION: Ground bracing required for all installations. . A Frame 2 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir $ �,Oy diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential to stability and must be duplicate both ends of the truss system. 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 togetherand cause collapse if there isno 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. 1� All lateral braces lapped at least two End diagonals are esse lntial for stability and must be duplrcated` both ends of the truss system. =45° Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10' or Greater I Attachment Required - + 3"A" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. �, TOP CHORD TOP CHORD l)IAGONALBRACE * MINIMUM LATERAL BRACE SPACING (DBS SPAN DEPTH SPACING LB #trusses _. s) F. U to 32' Up 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48' - 60' 1 48" 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 $ �,Oy diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential to stability and must be duplicate both ends of the truss system. 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 togetherand cause collapse if there isno 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. 1� All lateral braces lapped at least two End diagonals are esse lntial for stability and must be duplrcated` both ends of the truss system. =45° Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10' or Greater I Attachment Required - + 3"A" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. a 4 i • 12 4 or greater Top chords that are laterally braced can buckle togetherand Buse collapse if there la no diago- nal bracing. Gagonalbracing should benailed to the underside of the top chord when purlins are attached b the topaide of the top chord. I• I Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 .7 ' Over 48' - 60' 4/12 5' 6 4 11 Over 60' See a registered professional engineer OF - 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 Ili - /' s Aft acliment , Required s tea• u \ s S,p 1ps S/ 1 J T� Y 0 fess o 32 of =45° I II WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A --- Up to 28' 1 2.5 1 'T 17 1 12 Over 28' - 42' 3.0 6' -9 6 Over 42' - 30' 3.0 5' 5 3 Over 60' See a registered professional engineer OF - DouglEs Fir -Larch SP - Southern Pine HF - Hem -Fr SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace - All lateral braces Required lapped at least 2 ' 7— trusses. 10° or Greater Attachme.it Required — f 9 p,, • 45° i ' o Frame 3 i l Alp 0Gdti . �• ey �Q Top chords that are laterally braced can buckle togetherandcausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the lop chord. SCISSORS TRUSS If l • 12 -� 4 or greater Do`t:)rn chord diagonal bracing repeated a: each and of the building and at same s?acing as top chord diagonal bracing. Up to 32' 1 4/12 15' 20 15 Over 32'- 48' 4/12 1 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 L�5 L1y WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. �o -- Permanent `SSPs moo. continuous lateral bracing °o as specified by the truss engineering. Frame 4 - -- All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the building and at 20' Intervals. 450 L1 i �Ly 2 l • � ; PLA 0- L -GADS `mss �c�o l�Ps� � yq9 2 wAX ►I�Si�O��� C1,D LLL Z,s r, / 40- IV �..w,- � � �`(� �� x ► s Ids � �- -� 2 � .--7 vvA 45235? x o FES;S/pN _ _..._... wp Q2�0647 O, tci:s USS `5 (", v CAO VO -Q Q17Z CAODrr)kr� _Sz GI !E,6kzt� 'wD qvilwv-?� - 'oa -D'-V 14 CeS-" VA L) I (D I�j OZZ rl,.- VIA IV-? _9 (o -y )tillf-n 90 UJW-LL U 3.S' fief . �� i wslpa, a�1. LAD 0, 6('7 @ Ery . �(1 l 0, 72 e 7ZS'f Ili-S vz�F @ -7s(,Af4 -'rj c. C 44�`7 L.Q (Tik u�Cs ski 111) LOQ _ 31b �w COD cJ ON (JC Oce ey)Gt 21t4g _ ...:..:: /.ass(tc.o Asyu AG w I V)D to1 O-ZI-O(sa8) 2 VIP- ZZG P� LO-Z LP Wit, -: 4K15) 1? �slG� 4 w, 01. �l See l 5 Co 7 �n l►� s C.0`�?�-� . v%-,v . tGvt� 3�C 22C: 16 SIMPSON 243/a' L 1 =� hp \. MpA402se 6� HPAHD22 HPAHD22-2P BEND ADDITIONAL SI RAP OVER TOP OR CUT OFF ... Typical PAHD42 before Concrete Pour (HPAHD22-2P and HPAHD similar) DOUBLE 2.10 RIM JOIST M, TYR .a I t - .I SA TYR Typical PA51 Installation (PA68 similar) PA51 — (PA68 similar) MINIMUM SIDE COVER Typical PA connecting Stud to Foundation (use PAHD42, MPAHD or HPAHD22 for edge applications PA/PAHDIMPAHDNOIDOWNS j Wood -to -concrete connectors that satisfy engineering and code requirements. MATERIAL: HPA-10 gauge x 21/,6'; all others -12 gauge x 21he° FINISH: Galvanized. Selected products available in Z -MAX coating; see page 6. INSTALLATION: • Use all specified fasteners. See General Notes. • Bending the strap 90' to aid wall placement may cause spalling behind the strap. If the spall is t' or less, measured from the top of the concrete foundation to the bottom of the spall, full loads apply. For spalls between 1' and 4' (see illustration), the allowable load is 0.90 of the table loads. • Where fewer fasteners are used in the structural wood member, reduce loads according to the code. A wood splitting problem may occur when holdowns are nailed to lumber less than 31/s wide. To lessen splitting of 3x's or double 2x's, either fill every nail hole with 10dx11/z nails or fill every other nail hole with -16d commons. Reduce the allowable load -based on the size and quantity of fasteners used. - - • Unless otherwise noted, do NOT install where: (a) a horizontal cold joint exists within the embedment depth between the slab and -foundation wall or footing beneath, unless provisions are made to transfer the load, or the slab is designed to resist the load imposed by the anchor; Or (b) slabs are poured over concrete block foundation walls. • To get the full table load, the minimum center -to -center spacing is twice the embedment depth when resisting tension loads at the same time. FOUNDATION CORNERS: Nail and bolt quantities have been reduced when the load is limited by tested concrete pullout strength (fill holes from top down); additional nail holes need not be filled. Nail and bolt quantities may be reduced further for less than 8' corner distance design loads—use code allowable loads for fasteners used in shear. TWO -POUR SYSTEMS: When a cold joint exists between slab and foundation, the holdown will be lower on the stud wall since the embedded portion of the holdown must be in the foundation (see table footnote 1, pg 23 for exception). Fewer fasteners are used, reducing allowable Ioads.Loads are calculated using a 4' slab over 6' and 8' foundation walls. PA51, PA68 FOUNDATION STRAPS: Designed for foundation to double 200 baAd joists and crawl space floor system connections in high wind or earthquake resistant construction. PAH042, HPAH022, HPAHD22-2P HOLDOWNS: Designed to be installed-at.the edge of concrete. Tests determined the pullout strength with one horizontal Krebar in the shear cone. Rebar should be a min. length of 2x embedment depth + 12' (except corner installations, pg 23). Install before pouring concrete by nailing to form. Installation holes allow nailing to the form, resulting in 1' deeper embedment; see_ illustration. OPTIONS: See also HDA Holdowns, LTT, MTT, HTT Tension Ties. CODES: BOCA, ICBG, SBCCI NER-393 and NER-469. Model L Min Embed. Nails Allowable Uplift.Loads No. Depth (133) (160) _ PA51 51 4 9-16d 1690 1805 PA68 70 4 9-16d 1690 1805 1. Loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. 2.16d sinkers (9 ga x 31/:) or 10d commons may be substituted for the specified 16d commons at 0.85 of the table loads. 3. Optional fastener holes provided. Calculate loads according to the code to a maximum of 3685 lbs. Minimum embedment is 4'; 5' to the nearest edge. 1.HPAHD22 may be embedded 4' into the slab and 6' into the 8' stemwall beneath for a maximum load of 2810 lbs. at 8' minimum from the closest corner, and 1200 lbs. at !/2' from the closest-cornef`(like installation 4). 2. TYPICAL INSTALLATION: The minimum concrete compression strength is 2500 psi. For 2000 psi, calculate loads at 0.89. of the table allowable loads. CORNER INSTALLATION: The minimum concrete compression strength is 2000 psi. 3.Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. 4.16d sinkers (9 ga x 31/:) or 10d commons may be substituted for specified 16d commons at 0.85 of table loads. 5. Minimum nail end distance to prevent splitting is 1Ox the nail diameter, or 15/e' for 16d nails. 6. Calculate loads using straight line interpola- tion for corner distances between 1/2' and 8'. 7. Minimum lumber thickness for bolt allow .. able loads is 21/2' for proper embedment of bolt into the woad member; reduce allowable load according to the code for lesser lumber thicknesses. 8. Optional fastener holes are provided on selected prod ucts.Because the product is limited by the concrete foundation, you may not need to install optional fasteners. 9. Rim joist application; see Installation 3 for corner condition. in Fasteners Allowable Uplift Loads Model �Sll Bolts [--C, 3j) (160) idm Nails UIt I OtyDia Nails Bolts Nails Fiolts EDGE INSTALLATION -2500 PSI CONCRETE SINGLE_ POUR (see installation 1) B" min from corner 6 12-16d 3 y 6620 2205 1 1855 2205 2205 PAH 8. 16-16d 3 y 9613 2945 11855 12945 2225 6_16q_4 y 10667 3330 3245 3335 3335 HPAHD22 _6_1_1 8 21-16d 4 y 16203 4170 3245 5005 3895 DOUBLE_ POUR (see installation 4) 8" min from corner 6 12-16d 2 6620 2205 1755 2205 121051 PAHD42 B 12.16d 2y, 9613 2255 1.755 2705 2105 3 10667 3330 2445 3335 2935 HPAHD22 9.16d 3 16203 3775 2445 4530 29351 4616-16!L — — 10667 3180 — 3335 — HPAHD22 26.16d v _3-t6d — —_ 16203.4570. — . 5160 — CORNER INSTALLATION -2000 PSI CONCRETE SINGLE POUR (see installation 2 8 3) y,° min from corner j - 6 -7-16d 2 - -- 3763'1'920 -920 920 920 PAHD42 8 8-16d 2y2 4345 1050 1050 1050 1050 7-16d• = — 56.1.0 131'5'_ "= 13.1.5 6 9.16d 3 r 5610 1315 1315_ 1315 1315— HPAHD22 -" 10-16d• — — 7452 2030 - 2030 - 11-1.60 3 y 7452 2030 2030 2030 20301 DOUBLE POUR (see instal lalion 5) y" min from corner 6 7-16d 2 3763 920 920 920 92_0 , PAHD42 8 8-16d 2 4345 105UO63 050 1050 6 9.16d 3 5610 '131315 13151 HPAHD22 ---- 8 11-16d 3 _y, 203030 2030 6 12.16d — 1.7452 — 7452 20300308 HPAHD22-2F 12-16d — — 7452 2030030 — U PA/PAH W H PAH D HOLDOWNS SINGLE POUR INSTALLATIf"" Misinstallationl Spelling may occur if the anchor Is bent horizontally 90° before Installation, and then bent up vertically to Attach to the stud. Load reduction may apply. Installation 4 Typical HPAHD22-2P`Double Pour Edge Installation . . Unless noted, Install others with bend embedment line alt.. cold joint between slab and foundation. Installation 1 Typical HPAHD Single Pour Edge Installation S HEARWALLS ONE 14 REBAR IN SHEAR CONE 12'MIN. r CORNER DISTANCE 30'MIN. `. "CGRNER REBAR LENGTH Installation 2 ,Typical HPAHD Single Pour Corner and Endwall Installation SIMPSON i NAILED pORTION �:t13'h Installation 3 Typical HPAHD Single Pour Rim Joist Installation ONE R4.. REBAR CONS R DOUBLE POUR r INSTALLATIONS - s4. 4.5 B e Installation 5 Typical. HPAHD Double Pour coNEA Corner Installation! Si � OI FROM ANC STDGEOF ','•TT ,. COANEq - sTE�rNIL .. Our state of the art cyclic testing machine allows Simpson and interactions of all the components in the system. The cyclic test rig .. Strong -Tie to help the industry by testing and designing connec- was key to the development of our PHD holdowns and SDS wood tors using a systems approach. Rather than testing each integral screws to create a better holdown solution with less deflection. . part of a sheaf wall individually (concrete anchorage, holdown, Simpson is working with engineers, code officials and industry.. holdown fasteners, structural panel), we can analyze the effects representatives to help further develop safer and stronger structures. POST -TENSION INFORMATION Contact Simpson for more information Post Tension I I regarding our other products Rod Placement ; I installed in post -tension. II In a Garage ... Footing ��_�_ �s====- 601000", Allowable loads and Installation requirements ere the same for curb widths matching similar width stemwalls in this catalog. 'HAIRPIN' TYP. i —{4. 71 •' ' POST TENSIO • ' '::'J;; , TENDON. TYP '•�' OPTIONAL COLD JOINT :+'. ••' •I';.' POSTTENSION .. ANCHOR, TYP. Post Tension Rod Placement In a Foundation . Footing 5'h' u ..n .• .:.%, I I Typ. CCH= •• .:;' Distance Uplift .from ...Fasteners yt}• lh-Typ. Corner Top View of Post Tension 13.16d 2705 Rod Placement 1. Minimum concrete strength is 2500 psi. 2. Post -tension steel is 112' diameter, 7 -wire, low - relaxation strand in accordance with ASTM A416, Grade 270 ksi, with.a guaranteed ultimate strength of 41.3 k. 3. Anchorage is monostrand-type anchor system with current ICBG approval using a ductile iron casting of at least 2.25' x 4.5' of bearing and reusable pocket formers on all stressing ends. 4. It is the designer's responsibility to provide reinforcement to tie cold -joints and to resist bending stresses in the foundation due_to. anchor uplift. 17 Allowable MNodel Distance Uplift .from ...Fasteners Corner (133) (133) y°. Min 13.16d 2705 HPAH022 8° Min 21-16d 4170 1. Minimum concrete strength is 2500 psi. 2. Post -tension steel is 112' diameter, 7 -wire, low - relaxation strand in accordance with ASTM A416, Grade 270 ksi, with.a guaranteed ultimate strength of 41.3 k. 3. Anchorage is monostrand-type anchor system with current ICBG approval using a ductile iron casting of at least 2.25' x 4.5' of bearing and reusable pocket formers on all stressing ends. 4. It is the designer's responsibility to provide reinforcement to tie cold -joints and to resist bending stresses in the foundation due_to. anchor uplift. 17 LORI D POOLE 530 533 7550--- P.01 DATOnAwinn'iFv% FICATE iS IBSUED AS A MATTER OF z-LV,0"ATH ZNSURANCZ ASSOCXATE9 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFIVhl-v -MO G&tlsway Oke Drive HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND t—1 Suite 115 South ALTER THE COVERAGE AFFORDED BY THE POUCIEs BELCHSacramento, r- ---PANIES AFFORDING COVEngu CA 95833 COMPANY A GOLDEN EAGLE INSURANCE Co COMPANY STEVE ORSILLO CONSTRUCTION a 4296 OLIVE Rjo)jwAy COMPANY OROVILLS, CA 92926 C COMPANY D P, . . . . . ... .......... ..... . .... Mi'M W M THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN INUED TO THE INSURED NAMED ABOVE FOR THE POUCYPEpi INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITIONOF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT To WHICH Tk'j CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFOADEO BY THE POLICIES DESCRIBED HBV.4N 13 SUBJECT TO ALL THE TERM$t, - EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 10 TA TYPEOFJN8UAAMCff POLICY NUMBER POucYrrrECnvI! poucyowlRATION DATE MM/DD/YY) DATE Pu"Ilfm UNITS 1KNEftALLUWILn11 GENERALAGOPEGATE 9 -COMMMAL GFNEAAL LMIUTY CLAJW3 MADE=XTS • COMPIOP AOO OCCUA O%1CR`8A CKWTAAC70A`8 PRAT PERSONAL 9 ADV INJURY FIRE DAMAOL&M AUTONOWLrc LIABILITY MED.CXP (Aq ww pemon) s ANY AU`rO OOMEUNED 6*4LE umr ALL OWNER AUT(38 SCHEOULEDAUTOS BODFLY JU INRY HMO AUTC4, (P- pwoar4 3 NO*OWNE0 AUTO$ BODILY INJURY ftacckbM PROPERTY DAMAOE OARAGE LIAsjUyV ANY AUTO AUTO ONLY - EA ACCIDENT OTHER THAW TOONLY; N AOGWQ47E f C.C" Tl Vi THAN LlwBRL-UA FOpM AGGREGATE S WORKERS COMPE —..r EMPLOVURV NC-47?798-02 07/01/1997 07/01/19.98 -n,-a pRopRpor4 I?jCL ELIEACHACCIDENT 410 00t #S EXCj- __OWASI:.n �LMT _L .Z OOC f EL DISEASE - 0:A cuch nvcc rrEM3 PROD? OF INSURANCE,ONLY SHOULD ANY OF THE ABOVE ga •3CRIO" POUOWA BE CAMCEU.Ea qUaRg M� OWIPAYM DATE THEREOF. TME I"U"M COMPANY VALL 111111WAVOR To 2-9-- DAYS WRMEN NOTICE TO THE CERTIFICATs mWta NAMED To TK LEH, IRWT FAJUJFM TO klIAIL 611" NOTICE SHALL We= No OF ANY KjNO UPON THE COMP ORUQVION OR Laugg? rNORIZED 1711 AGENTS OR ��`—luz REPASS •REPRE3ENTATNES. 14 2n..:..../ .......... 2 Nil C/ LAND DEVELOPMENT BUILDING / ENVIRO ENTAL HEALTH -PERMIT CLEARANCE Buflang Perm&No. OWNERS A. P. NAME: NUMBER: PRIM LAST NAME RR3 �1 ADDRESS / LOCATION: _ ti lh e4l COUNTY ZONING M /—i DESIGNATION: // / / 1 FLOOD ZONE: X FLOOD MAP:3 7J5— 0 APPROVED: CONDmONALLY APPROVED: RESOLVE PROBLEMSPRIOR TO APPROVAL• PARCEL CREATION BY DEEDS OR MAP : DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: R LEGAL ACCESS REQUIRED: YES NO 77 YES NO MAP INFORMATION: DATE OF RECORDING2 ? Z LOT BOOK 8S PAGE Z COMPLIANCE WITH OLD SUBDIVI§IO LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AY PAGE 23): YES L/ NO IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.O. requirerneeft. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DMS/ON UNLESS OTHBQWJ<4ENOTID. _ 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a Z0 ft.building setback from right-of-way/eenterline of i/L✓sT'bW S' _ 3. Comply with Zoning code for building setback from road. C� �^ ESA{ > yl_A� 19 _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a S ft. leachfield setback from _ 6. Pay water tender fees in the amount of S_ NSE SWA\.ES ( SifEF BSM 37 to Battalion Number of the Butte County Fire Department. X7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 130, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of S — 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. _ 14. A trbffic 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 nladfa to the PAwmfng DAds1 &i _ 15. All new residential buildings shall be constructed 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. X 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 meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease 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 significance and suggest appropriate mitigation measures. 21 —22.- -23. 2. _23. 24. 25. -- 26. -AIO 1N3NOI A30 0,%4V-! 31MS 30 AL! Nt10:) 8661 8 p AVW a3AI3338 PRVECT PROCESSING R*ORD APPLICANT: OWNER: GII'en l�cur' PERNM #: A. P. #: WORK DESCRIPTION: DATE DESCRIPTION OF STEP fV► • �• r�V ,r- \mss V 4 �' 1/� l -pas V t �► I - -- �� \ Co -Ali (/ \ 2 YUt0 .�ruA/A ccou, 2OV0 1 a. rctfl CQ • (� .� �,�j(.2 P�.oE! �'f''ua� �C�'L�-i n; �u�J tefil •��• {� � � In (J n .Il o dl z MICHAEL MOONEY , 5 A MADRONE AVE. CIVIL ENGINEER ORmLLE, CA 95966 RCE 20647 (916) 533-2131 Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95966 Re Karr Permit # 98-0898 June 12, 1998 This..transmits response to your plan check letter of 5-28-98. I have reviewed trusses and they are adequate for my design. Connections for Trusses AA1 and AA2, Simpson A35 framing anchors at the angled wall are called out on sheet 5. llerContinuous support is provided by 4 x 12 DF #.1 shown on Detail C15, (not identified) and is now noted. ), Truss company will correct.. Window is 5°4°. "Concrete'is two pour 2500 psi Concrete. Have added roof connection detail to sheet 5 per George's request. At my client's request I changed the HPAHD22 holddown to a Simpson HTT-16 holddown. This requires a SSTB 16 anchor bolt with 12" embedment.; The plans have been so noted. Thanks for your consideration. j Y6urs', ' Michael Mooney ­-� (e, (�� 4296 Olive Highway Oroville, CA 95966 Re: Single Family Residence A.P. No. 072-540-006 ' Butte County LAND 0 F NATURAL WEALTH AND BEAUTY With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [x] Resubmit Plan sheets with revisions as requested [x] Submit additional calculations as necessary [ ] Return originally submitted material BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - ORMLE, CALIFORNIA 95965-3397 TELEPHONE: (9") 538-7541 FAX: Iff 5311-2140 Date: 6/8/98 Permit #98-0898 Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P.M.. Sincerely George R. Kellogg, Plan Check Engin cc:. Gene & JoEllen Karr 3718 Minniear Avenue Modesto, CA 95357 Michael Mooney 5B Madrone Avenue Oroville, CA 95966 1 SUPPLEMENTARY PLAN CHECK LIST Permit Applicant: Steve Orsillo Date: 6/8/98 Permit #98-0898 Plans for the above referenced project were reviewed by this office. Please provide or have your licensed professional designer provide additional information and/or make revisions to plans, specifications, or. calculations as follows: Regarding Structural Design by Mr. Mooney: V '�S '��- 1. or lateral load resisting systems, provide the load paths from the roof diaphragm to shear walls. If conventional connections are deemed sufficient, provide verification with analysis of worst case. 2. Provide the remaining items for Martha Whitney's plans check letter dated May 28, 1998. 2 May 28, 1998 :,_ - te Count LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Steve Orsillo Construction 4296 Olive Hwy. Oroville, CA 95966 Re: Application and Permit Fee AP# 072-540-006 Permit # 98-0898 Gene and Jo Ellen Karr With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney Permit Applicant: Steve Orsillo Assessor Parcel Number: 072-540-006 Permit Number: 98-0898 Date: 5-28-98 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Engineer of record to review and approve trusses for lateral design. Connections for truss AAI & AA2 need to be called out. How is continuous support provided for truss DGE located over front entry? How is continuous support provided for truss AGE at wall between house and garage when truss projects 3 feet beyond wall. (We do not accept truss calcs fazed to this office. Please bring any changes to clacs to Building Department.) 5. Energy Calcs: ,54" Window in living room islm5ld'on wall framing plan and 5040 on elevation and in calcs. Which size is correct? Are you using one or two pour foundation at hold downs and are you using 2000 or 2500 psi concrete? .Z Plan is in line up for lateral review. George Kellogg will contact you if there are any further issues regarding lateral design. As demensions are not on plans please realize there is a 30 foot side yard setback per SRA requirements- You appear to be close to that. 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 cc: Gene and JoEllen Karr 3718 Minniear Avenue Modesto, CA 95357 RESIDETRAL PLAN CHECKM GUIDE j SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: CcLi11C d- Jo Ellen KQV{r BUILDINGPERMITNUMBER: 7 8 �og �(, PLAN CHECKER: 1 "► �-� A. P. NUMBER: X 72'540 ' by (o GENERAL: X Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees; Environmental Health, Developer. Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. .,3' Other buildings or structures. Grading, fills and/or drainage. Flood hazard. j Special conditions on creation map (Noise, SA.A., Fire Spritiklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FL OR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). 171.� G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). A*- Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. A< Garage firewall, door size and closer (Section 302.4). Minimum of one TO" exterior door (Section 1004.6). ,P27� Fireplace and wood stove location, alcoves and clearance. .k3" Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction UnusualI Shaped Buildin s (Section 2326.5.4). 2. Standard bracing or eered desi Section 2326.11.3). ,k' Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 9�C7 552 Foundation plan complete enough to construct building. . Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. � Rafter ties or bearing ridge beam. Fireplace construction details and Calc. if necessary. Garage door and/or porch header sizes. Stud heights. J1,3! Adobe soils - special foundation design. ./ Retaining walls requiring design. Special Inspection requirements. 16. Header size. June 1997 3.2 NUSCELLANEOUS ITEMS TO LO UT FOR: Stairway details: landings, riN&d run, head clearance, handrails (Section 100# x Guardrail details (Section 509). �! Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). ji Proper roof pitch for roof covering (Section 1501). ' Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. ,.- 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). .1 Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. ni 15. Energy design. t yt dpi 1 2 5 d �j t'f Flashing at all exterior openings. V 17.. C.D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: �lood Hazard/Elevation Certificate ✓ SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.2