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031-28244 PERMIT#98-0492 MURRISH, 1600 6th St., Oroville Cont: Better Builders New Single Family G ,7 rx i "- , :. { 3 1 2 -r RESI©,ENT AL 031-282-047pt PERMIT#98-0492 I MURRISH, F PERMIT NO. 1600 6th St. , Oroville Contort' Better Builders SPERMIT EXPII New Single Family / •�T' OWNER CONTR. ASSESSOR PARCEL LOCATION OFFICE COPY ;. Address r. I GAS Meter B�c% •; ELEC Add Meter By Date ELECTR C Meter By pat Celled PG&E =JOB FINAL D (Date) Signaluie V=OK - O = Not OK Not =N tRedypalble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; LocatmClearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / Mtt. / /Nat or/ PL°fL/ /LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card 8-1 Data Card B-1 Date Card B-1 Data Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; SiaeSpacing-Marriage Line 3. Gas; MH Test-DernarKWalse-Connector 4. Electricity; MH Test-Drossovere-Breakers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector ' 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert Date 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal 3. Pool Structure; SteeW"nections-Thickness Dead Men -Lining Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 a MISCELLANEOUS Date DECKS, C01/ERS; CARPOR GARAGES (Plans), OK except #'a 1. Zoning RegWrem ts-Setbacks-Easements " 2. Footings; Soils-Size-DepthSpeang-Connectom-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Raits 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors ShN.4Vg.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplk*-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fmv.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext; Stepa-Dooralendings 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. Pool Structure; SteeW"nections-Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries-Terminals-Usted 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/9 Circulating Equip. -Pod t ghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card R-1 0 No ~ RESIDENTIAL O = Not OK - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s ningSetbacks-I asments-Floc I Main; SoilsElec. #Z_e tg. Depth Aok�tg. Garage; SoilsSteel-Elec m Xi?•Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ / Ftg. Depth 5. Stemwalls, Main;,Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors . 7. Slab, Steel -Wrapped 8. Pie ireplace Ftg.Steel W -' Fall -Fitting -Test -2 Way C/O -Sewer Test F. s'Pipe; Size Anchors - Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test 12. EI c Underground . Pie u ries & Ducts; Clearance -Material -Support -Ins. it sSills-Anchor Bolts -Joists Vents-Uppies ccess & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date ` rd B4M Date Card B-1 Date /U ermit) OK except #'s !}?!Water Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 20. S rowerPan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date (, (t(? cg 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 ta4--Elec. Receptacles Spacing -Lights & Switches at Doors . Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. 2 Equip. Ground made up w/Mech Fastners-Bond Gas & Water L 967 2 Appliance Circuts in Kitchen & Conductor Size GFI --?Q-'SLbfe Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or Al -Oven Circ. ( /gaffVorAJ Insulated Neutral 6AK-'0 N 1. tors & nd-Main Disconect Equip. Clearances Panels -Motors -Meeh. Epuip. eot}�sC)o_.t Cigh-t=Shower UghtSpa Light 4. Smoke Detector Date (o Card B-1 _V,4 Date Card B-1 Date Card B-1 Date Card B-1 �- Date MECHANICAL (Permit) OK except #'s n$ u rt Vent F Exhaust above insulati 3yCeRdertsate-fJrain & Overflow, Size & Grade F . Air -Re r Vent outlet e,9 -Attic Access Date l Q Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s Sits Proper Materials & Anchors L&k! alls Studs -Nailing Spacing $ Braces -Plates -Sound (42 --Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 04�F_ire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing (Single & Duplex) ' ' Date FRAMING (Continued) mangers -Post Caps -Anchors -Connectors ling. J Rftrrlin reff Br ss- htfrrcf i lace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Srop-Ins. Baffles drm. Windows or Exiting Doors -Sill Hgt. & Dimensions bAr-Garage Fire Protection Framing .c52,Ea4x t Une G:rewall & Openings Ext. Doors -One 3' -Check Garage 64. Stairs; Width-M6adroom-Rise-Run-Landinq-Fire Protection on Roof Overhang -Attic Vents -Rafter Outriggers ing-Nailing Veneer -Fd. ents-Underflr. Access lazing Area -Glass Protec ' n -Skylights -Plastic /_59 -.-Shear Walls; NailinQ-Balrs VoOV. Infiltration -Walls -Windows Date r ZIB 'CardB-1 Date Card B-1 Date < 7r Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s ' Ext ps-Door & Sidelight Protection -Landings Smolg.Detector Fumace; Vents -Clearance -Comb, Air-Conector- Floor-Ducts-Meeh. Protection 40-135ka6rn Exiting ` G.F�ath Fixtures & Tub Access -Spa E�e Trim & Subpanel, Breaker Sizes &Labels 1:7.!1 Elec. Outlets at Wood Panel, Int. & Ext. I. & Appliance; Ground. -Air Gap -Cooking Clearance 474!Garage Fire Door; Swing -Landing -Closure 75 amper PW'Str. Hir Vents -Clearance -Comb. Air Connector-P.R.V. la -Garage; Above Floor -Meeh. Protection Plbeffek & Mech. Equip. Listed for Location Receptacles in Garage G.F.I. -Romex Protection pf Insulation -Foam -Looked in Attic Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O.Ye s 82. Following Instld./Drive 0 Yes alks 0 Yes DVo ters 0 Ye 89!MVU6Trr—own-Rnisn 64!A.C. Uni isconnect, Electrical -Plumbing W_Wfilis Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. trical, Plumbing r Elec. Trim; G.F.I. Receptacle -Underground . Venq!Oofi Throught House ass Protection 90. Corrections from Previous Inspections as - eters Tagged, Gas -Electric 7-,a- ter 7a- ter & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Dater Card B-1 Dat Card Bj 1 Date V VZ 1W Card B-1 Date V Card B-1 Date Card B-1 Date Card B-1 Comments at Final: P,� e` �._._k. COUNTY OF BUTTE s. ti BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES:. 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE -0c ,�� �� —0 Ley: OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date. r—� Inspector REV 10/92 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 at 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 notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contac this office immediately. _ ,� J a 1 ..— Date Inspector REV 10/92 .�•-�—•�-.++i„�.wy,,.,.-.-....^:r'.'ist�.%.r'a':^'t...d..-�. �".�r-e4•_--..d'.'»�.,.,���+a'-}'L';-r::.,r»-..-c�1.ry ..--w-�-�-�-�_......,_, 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 K CORRECTION NOTICE 1411 R — PERMIT NO. A routin/adess 'on indicates that the following violations of Butte County Ordinances exist at the abovand should be corrected. Please notify this office when correction of work iscomplu have any questions pertaining to this matter, or need additional explanation, please is office immediately. i 1 n f .4 n P Date Inspectorj/ REV 10/92 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 PERMIT NO. 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 con�tao-this office immediately. ilk' ,C// 1,1d),e Aim.,04S5- - S Date II REV 10/92 i; COUNTY OF BUTTE BUILDING DIVISION ' Is: 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 inspectio cates that the following violations of Butte County Ordinances exist at the above ad ss and should be corrected. Please notify this office when correction of work is comple . If you have any questions pertaining to this matter, or need additional explanation, please orUbct this office immediately. Inspector • LOERKE INSULATION CO., I!- INSULATION CERTIFICATE 1598 6th St. Oroville Number and StreetCity County S Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inch 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches Brand Name Thermal Resistance (R -Value Brand Name Johns Manville Thermal Resistance (R -Value) Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 fib. Minimum Thickness 16.25" Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 6.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 3.5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches)-- DECLARATION inchesDECLARATION inches. R8 Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Johns Manville Thermal Resistance (R -Value) R13 Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the !Certificate of compliance, where applicable. C. L.#499150 item#sSignature, ateJ'4'� 7--'�' -9 Items 4ignture, ate Item #s Signature, Date LOERKE INSULATION CO., INC. nsta m Su contractor Co. Name Or General Contractor (Co. Name) Or Owner nsta ling Subcontractor Co. Name Or General Contractor (Co. ame) Or Owner Installing Subcont � ctor�Co. ) ame, Or General Contractor Co. ame Or Owner COUNTYPF BO(TE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PER�AqIIT NO. (Rev. 12/96) APPLICATION AND PERMIT Qg_ot'_.ya i ASSESSORPARCELNUMBEFA- (/ ZONING BUILDINGPERMIT OWNER r TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1453 R 78 462.00 576 U 10 368.00 CONTRACTOR'S NAME TELEPHONE 516 C 6 708.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 95 538.00 ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 621.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 403.98 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 1,068.48 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ XDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 8 7.00 6.00 Solar or heat pump water heater 23.00 Water piping 15-0015.00 Each gas water heater or vent 15.001 s -nn TYPE OF WORK New IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1- 5 outlets 15.0019-00 Building sewer 15.00 1 5 -nn Mobile Home ISI GI W1 920.00 PERMIT FEE S 136.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service p00q OR LESS 23.00 2-3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class 32 3 1 as Lic. No. 6:%11. Aq / OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 51/'l 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 urarAe carrier and policy number are: Carrier Tt ti Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. .S. SO 3.50FT. 1.00 NEW CONST. NON -RES D. MULTI.OUTCETS @7,50 OWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAS @' 0 Ex. Occup. ouTLEETS AL o.Dea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 114.00 MECHANICAL PERMIT Filing Fee 20.00 Heating 15. 00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 56.50 Policy Number 19P - 97 Zw,_; em o G Ua (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 forlkwith comply with those provisions. X __ Date _ - - Signature of pplic t - ❑ Owner ❑Contractor ❑ Agent An OSHA pe itis re ired for excavations over 60" deep and lemolition or construction�1 of structures over 3 stories in height. 3 Mobile Home Installation Fee $ Energy Inspection Fee $ 46-00 o c3 CM rrPE TOTAL FEE $ 1,420.98 3 . HAZ D. FEES IMP FLOOD COF �/ PARCEL PD HD V ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By to [Q 2l� PERMIT EXPIRES ON `T 2y I tDaf Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF DEO ANT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILEE�CAL�QRNIA 95965 - TELEPHONE (916) 538-7541 PERMITAPPLICATIONDATA SHEET OWNER:T` U r V- I � ASSESSOR PARCEL NUMBER: D31 — 2 — OSI . Proposed Building Use: 15 a, i 1 , V Building Inspector: Date: Q At time of permit application, I was advised the following data must be submitted prior to permit p cess g and/or issuance: Date Received By ❑ 1. All items have been submitted. 112. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 113. --------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- Qrgy Design Compliance and supporting documentation. ------------------------------------------- 117. ------------------------------------------ ❑7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. --------------------------------------- ------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications.--------- ❑ 1 Fees of $---------------------------- Impact fees as shown on the attached schedule. ------- ❑ 12. alifornia Department of Forestry plan approval/fees. ❑ 1 Ilood elevation certificate. --------------------------------------------- 'tation and plot plan approval �� Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- 1116. Plot plan and business license approval from the City of Biggs. ---------------------- A'8. .Planning approval for (A) Use: (B) Parking: Contact,Land Development about lEqmprovements, ❑ Drainage, 2Legal Parcel. 111. 9. Encroachment Permit for driveway (construction approval prior to occupancy). -- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -. ❑ tter of signature authorization. ------------------------------- rded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ---------------------------------- 027. Manufactured Home utility clearance. -------------------------- ❑ 28. Existing violations and/or expired permits. --------------------' ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ tOther: n_you issue the p�pernn 2 elephone 5 / — as follows ❑ Mail to owner, ❑Mail to and hold for pickup at rZW_ Applicant: _ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑•Air Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Index permit application for the above items numbered: _ (Date) office. ❑ Deliver with inspector. Date: 3 - a Date: By: Plan Check List 2. Additional items required: �Jr n r 'gner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ Buildingr ivision counter, by Dat . r, 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,�gfBuilding Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Dat : Plans reviewed by: Date: Plans approved by: Date: / Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date. Yellow Copy - Department of Development Services, Building Division. „^ x:•.+�«F�'- r•”">r+`:%y�s.:.�e „-Y'«rS'.-:r:zry..:�xCaai'wr'�wcs'+xP+-�,;:t/�...rv'o.....- ..Y .�.,....r.�..—.�-.u. �-"M-•"""•--,-,c...-. r,.,-. , COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 • SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ -SCHOOL DISTRICT FEES (paid at District Office) aV3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $p� . Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. C�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) dL^6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) A.P. 4-7 DATE 3 C) REC # DATE REC 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) G "� r Q t! a i 0 10. OTHER 44 Q Fees. M. At tim of permit applicati I was ad ed the above, feps ark requtr d to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. 1 APPLICANT - DATE Original -Owner Copy-Buil-ing Div. (Rev. 12/96) •s . r _ r . .r•v, ;u , *P....: i td .rir.,� rj- 'l �""'+�riY"tinri t;K' � : ,"" � +�•►+'�^r"Y'�Ar:,2 v,��n� 7"�r'4'�� .^'i: •rW.. � �`�"'Ff - +4' •.. , i..., • "��'' - 4 e m BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) /0 �f ✓� / School District U ( Building Department No. 1--oy-�,. A.P. Number 03Jurisdiction: � City � County Property Owner % Property Location/Address � (/ ► Subdivision Lot No. Residential Development Sq. Footage No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial Sq. Footage New Addition (Including Exterior oofed Areas) a c� CAauildinq Department Representative Date v (yloor Plans reviewed by School District Personnel) District Identification No. "cz 1 —7 9801-11 10 n School D strict certifies that (Applicant) (Street Address) (Phone Number) (City) (State) S (Zip Code) - fi ti has complied with the requirements of Resolution No. by payment of $ 2 v2L% representing T�� square feet. B 2926 $ PFULL MITIGATION $ ,.�;• School District Representative Date Paid by Check # / \ Remarks: i:J 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 660201x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm THERMALITO IRRIGATION DISTRICT 410 GRAND AVENUE N9 2040 OROVILLE, CALIFORNIA 95965 TELEPHONE: (916) 533-0740 FAX: (916) 533-9243 SEWER SERVICE APPLICATION AND CONNECTION PERMIT Service Address: 6th Street Owner's Name: Lewis & Mary Murrish Date: 4/17/98 Address: 1598 - 6th Street Acct. No.: Orovi 11 P, CA- 95965 A.P. No.: 31-282-012 Phone: New Unit: One Applicant/Agent: John Starr Adding Units: Address: Fees: Phone: 589-2574 Permit: $ 30 00 T.I.D.: 600 00 Preliminary Review By: Date: Ext. Fees: Remarks:' Sewer connection fees will be those applicable at . SC -OR: 1000 00 time of connection to collector system. Clean out Lateral: 75 00 up to grade required at property line. Other: Total Fees: 1705 00 Amount Paid: 1705 00 Collected By: S. Fox Finaled By: Date: Location: Size Line: Signature of Owner/Agent• MONTHLY SERVICE CHARGES WILL COMMENCE AUTOMATICALLY UPON COMPLETION Date Billed: Computer: Paid SC -OR: A.P. File: (R.F.C.) Blue Book: Paid SC -OR: Meter Book: (S/C HG's) Rev. 6/96 LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 78- Q�/% S� OWNERS A.P. � p ' NAME: (A -v - V- � �� NUMBER: PFUNT LAST NAME RRST COUNTY ZONING / DESIGNATION: FLOOD ZONE: 1 FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP ✓ DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: —�I� e �Y W Lhc Ek LOT O� � MAP INFORMATION: DATE OF RECORDING Z n 9 7 LOT. PM 4 --� BOOK 144.; PAGE `T COMPLIANCE WITH OLD SUBDIVI ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _ 7. 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 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. .� r• 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 6k -X 5e� � 4 4 P(ut 4 Folz 0 1 T7vt4 S. _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic'mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 15. 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. 24. 25. 26. AIQ'1N3Wd013A34 aNV1 310810 XIN665 8661 1 8 8VW a3nI333a LD 7/96 CAWP51 TORMS.KIBLDGPERM.CLR j RESIDENTIAL PLAN CHECKNG GUIDE j SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: `-M wmzaA BUILDINGPERMNUMBEK PLAN CHECKER S A.P. NUMBER: RAL - Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. per description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). 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 dt 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 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. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 � USCEL-i aNFOUS ITEMS TO LOOK OUT FOR•'- Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). 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. - Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). ttic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. ergy design. Flashing at all exterior openings. C.D.F. responsible area requirements. 6441 �Cd i w Indoz zs //L c --s 46-7 rc�01-'-j 61-7L to Y- r t e Ce 5► uaws a .i. July 1996 3.3 PRAECT PROCESSING RI*ORD APPLICAlr�': OWNER: PERMIT #: A. P. #. WORK DESCRIPTION: DATE DESCRIPTION OF STEP - - Js1;54.-:. -D TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 11 t TABLE OF CONTENTS TOC' Project Title.......... Murrish Residence Date .. .. . 03/27/98 Project Address........ 1598 6th Street Thermalito, CA ******* *v4.50* ------ ; , Documentation Author... Steve Nelson ******* ; Bui-ding P rm't # Steve Nelson 1 Hall Drive ; Plan Check / ate Oroville, CA 95966 916-589-3585 ; Field Check/ Date Climate Zone........... 11 ---------------------" Compliance Method...... MICROPAS4 v4.50 for 1995 Standards ------------------------- by Enercomp, Inc. MICROPAS4 v4.50 --------------------------------------- File-MURRISH Wth-CTZ11S92 Program-TOC User#-MP2019 User -Steve Nelson Run-Typical ------------------------------------------------------------------------------- House TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 11 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Front Page 1 CF -1R Project Title.......... Murrish Residence Front Date... ... 03/27/98 Project Address........ 1598 6th Street ******* --------------------- 20.0 Thermalito, CA *v4.50* (W) Documentation Author... Steve Nelson ******* ; Building Permit # 20.0 Steve Nelson Right (S) 20.0 1 Hall Drive Back ; Plan Check / Date 20.0 Oroville, CA 95966 Back (E) 4.0 916-589-3585 Back ; Field Check/ Date Climate Zone........... 11 Drapes.Std --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-MURRISH Wth-CTZ11S92 Program -FORM CF -1R User#-MP2019 User -Steve Nelson Run ------------------------------------------------------------------------------- -Typical House ' GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Component Frame Type Type ------------ ------- Wall Wood 1425 sf Single Family Detached New Front Facing 270 deg (W) 1 1 Raised Floor 15.5 % of floor area 0.6 Btu/hr-sf-F BUILDING SHELL INSULATION ------------------------- Cavity Sheathing Insul Assembly R -value R -value R -value U -value Location/Comments ------------------------------ ------------------------ R-17.8 R-0• R-17.8 0.065 Roof Wood R-11 Door. None R-0 Floor Wood R-19 Area Orientation (sf) Window Front (W) 12.0 Window Front (W) 7.0 Window Front (W) 20.0 Window Front (W) 20.0 Window Right (S) 20.0 Window Right (S) 20.0 Window Back (E) 20.0 Window Back (E) 4.0 Window Back (E) 18.0 R-27 R-38 0.025 R-0 R-0 0.330 R-0 R-19 0.037 FENESTRATION Ext. wall Comm to garage Attic Solid Wood Wood Floor # of Interior Over- U- Pan- Shading/ Exterior hang/ Framing Value ----- es ---- Description ---------------- Shading ----------- Fins Type 0.600 2 Drapes.Std None ---- Yes ---- ----- Vinyl 0.570 2 None None Yes Vinyl 0.600 2 Drapes.Std None Yes Vinyl 0.600 2 Drapes.Std None Yes Vinyl 0.600 2 Drapes.Std None Yes Vinyl 0.600 2 Drapes.Std None Yes Vinyl 0.600 2 Drapes.Std None Yes Vinyl 0.600 2 None None Yes, Vinyl 0.600 2 Drapes.Std None Yes Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Murrish Residence Date.. . 03/27/98 ----------------------------------------- ' MICROPAS4 v4.50 File-MURRISH Wth-CTZ11S92 Program -FORM CF -1R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- Orientation Thermostat ------------------- Door Back (E) Window Back (E) Window Left (N) FENESTRATION ------------ # of Interior Area U- Pan- Shading/ (sf) Value es Description ----- ----- ---- --------------- 40.0 0.600 2 Drapes.Std 20.0 0.600 2 Drapes.Std 20.0 0.600 2 Drapes.Std Equipment Type --------------- HPPackage HPPackage HVAC SYSTEMS ------------ Minimum Duct Efficiency Location ------------ ------------- 6.60 HSPF Crawlspace 9.70 SEER Crawlspace Exterior Shading None None None Over- hang/ Framing Fins Type Yes Vinyl Yes Vinyl Yes Vinyl Duct Thermostat R -value ------- Type ------------ R-4.2 Setback R-4.2 Setback WATER HEATING SYSTEMS -------_-------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ Tank Energy Size Factor (gal) -------- ------ External Insulation R -value CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Murrish Residence Date. 03/27/98 ------------------------------------------- MICROPAS4 v4.50 File-MURRISH Wth-CTZ11S92 Program -FORM CF -1R User#-MP2019 User -Steve Nelson Run -Typical House ' ----------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built,in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... John Starr Company. Better Builders Const. Address. 5263 Royal Oaks Dr.. Oroville, CA 95966 Phone... (916) 589-2574 License. #323225 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Steve Nelson Company. Steve Nelson Address. 1 Hall Drive Oroville, CA 95966 Phone... 916-589-3585 Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL er ment Page 4 MF -1R Project Title.......... Murrish Residence / Date... ... 03/27/98 Project Address........ 1598 6th Street ******* --------------------- Thermalito, CA *v4.50* 150(1): Slab edge insulation - water absorption rate no greater Documentation Author... Steve Nelson Building Permit # ,✓ Steve Nelson standards. Indicate type and form. ✓ 1 Hall Drive ; Plan Check / Date Oroville, CA 95966 spaces designed to limit air leakage. 916-589-3585;FieldCheck/Date certified U -value, and infiltration certification. Climate Zone........... 11--------------------- - - - - Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. ' MICROPAS4 v4.50 File-MURRISH Wth-CTZllS92 Program -FORM MF -1R User#-MP2019 User -Steve Nelson Run -Typical House ; ------------------------------------------------------------------------------- 1. Masonry and factory -built fireplaces have: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. V 150(b): Loose fill insulation manufacturers labeled R -Value. / *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. ✓ 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. ,✓ 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. ✓ 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. �p 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST:.RESIDENTIAL Page 5 MF -1R Project Title.......... Murrish Residence Date. 03/27/98 MICROPAS4 v4:50 File-MURRISH Wth-CTZ11S92 Program -FORM MF -1R , User#-MP2019 User -Steve Nelson Run -Typical House ' ---------------------------------------------------------------------- a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. a A SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- iD er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. ✓ 150(1): Setback thermostat on all applicable heating systems. ✓ 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated -in recirculating sections of.hot water system. 4. Cooling system piping below 55 degrees insulated. 5.'Piping insulated between heating source and indirect hot water tank. / *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2'or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.' 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor -spa. 3. Pool system has directional inlets and a circulation pump time switch. P 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). V iD MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... Murrish Residence Date. . 03/27/98 ' MICROPAS4 v4.50 File-MURRISH Wth-CTZ11S92 Program -FORM MF -1R User#-MP2019 User -Steve Nelson Run -Typical House ' ------------------------------------ LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY --------------------------------------------------- Standard Page 7 C-2R Project Title.......... Murrish Residence Design ---------- ------- Date ... 03/27/98' Project Address........ 1598 6th Street ******* -------------=------- ---------- - 0.78 = Thermalito, CA *v4.50* 1.01 = Documentation Author... Steve Nelson 14.67 Building Permit # = Steve Nelson -------- 44.22 -------- _ 1.79 = _ *** Building 1 Hall Drive ; Plan Check /.Date Oroville, CA 95966 916-589-3585 ; Field Check/Date; Climate Zone........... 11 ___--__- __ Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 ------------------------------------------------------- File-MURRISH Wth-CTZ11S92 Program-FORM C-2R User#-MP2019 -----------------------------------------.-------------------------------------- User -Steve Nelson Run-Typical House MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 15.69 ---------- 14.91 ---------- - 0.78 = = Space Cooling.......... 15.65 14.64 1.01 = = Water Heating.......... - 14.67 14.67 0.00 = = -------- Total 46.01 -------- 44.22 -------- _ 1.79 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1425 sf Building Type. ............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... Raised Floor 1 11396 cf 1425 sf 1425 sf 0 sf 15.5 % .of floor area 0.6 Btu/hr-sf-F 8 ft COMPUTER METHOD SUMMARY Page 8 C -2R, Project Title.......... Murrish Residence. Date........ 03/27/98 MICROPAS4 v4.50 File-MURRISH Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House ' ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type -------------- --------- (sf) (cf) --------- Units ------------- itioned Type (ft) (sf) HOUSE ------------ ------ --------- Residence 1425 11396 1.00 Yes Setback 0.0 1.4 OPAQUE SURFACES Area U- --------------- Insul Act Solar Form 3 Location/ Surface -------------- (sf) ------ value R-val Azm Tilt Gains Reference Comments HOUSE ----- ----- --- ---- ----- ------------ ---------------- 1 Wall 83 0.065 17.8 270 90 Y•es W.19.2X6.16 Ext. wall 2 Wall 40 0.065 17.8 270 90 Yes W.19.2X6.16 Ext. wall 3 Wall 101 0.065 17.8 270 90 Yes W.19.2X6.16 Ext. wall 4 Wall 192 0.065 17.8 270 90 No W.19.2X6.16 Comm to garage 5 Wall 16 0.065 17.8 270 90 Yes W.19.2X6.16 Ext. wall 6 Wall .214 0.065 17.8 180 90 Yes W.19.2X6.16 Ext. wall 7 Wall 32 0.065 17.8 180 90 Yes W.19.2X6.16 Ext. wall 8 Wall 432 0.065 17.8 90 90 Yes W.19.2X6.16 Ext. wall 9 Wall 214 0.065 17.8 0 90 Yes W.19.2X6.16 Ext. wall 10 Wall 32 0.065 17.8 0 90 Yes W.19.2X6.16 Ext. wall 11 Roof 1425 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 12 Door 18 0.330 0 270 90 Yes None Solid•Wood 13 Door 18 0.330 0 270 90 No None Solid Wood 14 Floor 1425 0.037 19 n/a 0 No FC.19.2X8.16 Wood Floor FENESTRATION SURFACES # of --------------------- Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface ----------- (sf) ----- es ---- Type --------- Type ------ value Azm ----- Tlt Only Shade Description HOUSE --- --- ---- ---- --------------- 1 Window 12.0 2 Vinyl Slider 0.600 270, 90 0.88 0.78 Drapes.Std. 2 Window 7.0 2 Vinyl Fixed 0.570 270 90 0.88 0.78 None 3 Window 20.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 4 Window 20.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 5 Window 20.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 6 Window 20.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 7 Window 20.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 8 Window 4.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 None 9 Window 18.0 2 Vinyl Slider 0.600 90 '90 0.88 0.78 Drapes.Std 10 Door 40.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 11 Window 20.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... Murrish Residence Date.. ... 03/2'7/98. ------------------------- MICROPAS4 v4.50 File-MURRISH Wth-CTZ11S92 Program -'FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House ' ------------------------------------------------------------------------------- SPECIAL FEATURES/REMARKS ------------------------ COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... Murrish Residence Date........ 03/27/98 MICROPAS4 v4.50 File-MURRISH Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------ FENESTRATION SURFACES # of Vent Sc Sc Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description ----------- ----- ------------- ------ ----- --- --- ---- ---- --------------- 12 Window 20.0 2 Vinyl Slider 0.600 0: 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS System Type -------------- HOUSE HPPackage HPPackage HVAC SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency 6.60 HSPF Crawlspace R-4.2 9.70 SEER Crawlspace R-4.2 ,WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ------------------- ------ -------- Water Heater to meet minimum CEC Standards Tank External Size ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Hght ----- Wdth Dpth Hght Ext Ext Ext =--- Dpth Hght Ext Dpth Hght HOUSE ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 Window 12.0 4.0 n/a 8.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a' 2 Window 7.0 6.7 n/a 12.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 20.0 5.0 n/a 8.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a; 4 Window 20.0 5.0 n/a 8.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a' 5 Window 20.0 5.0 n/a 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 20.0 5.0 n/a 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 20.0 4.0 n/a 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 4.0 5.0 n/a 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 18.0 6.7 n/a 12.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 40.0 3.5 n/a 12.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 20.0 4.0 n/a 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 20.0 5.0 n/a 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a System Type -------------- HOUSE HPPackage HPPackage HVAC SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency 6.60 HSPF Crawlspace R-4.2 9.70 SEER Crawlspace R-4.2 ,WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ------------------- ------ -------- Water Heater to meet minimum CEC Standards Tank External Size Insulation (gal) ------ R -value ---------- HVAC SIZING Heating Cooling Page 11 HVAC Project Title.......... Murrish Residence Opaque Conduction and Solar...... Date........ 03/27/98 Project Address........ 1598 6th Street ******* --------------------- Glazing Solar .................... Thermalito, CA *v4.50* Infiltration ..................... Documentation Author... Steve Nelson Internal Gain .................... Building Permit # 2100 Steve Nelson 1931 1059 Sensible Load .................... 1 Hall Drive 22243 ; Plan Check / Date n/a Oroville, CA 95966 Minimum Total Load ----------- 21246 ----------- 26692 916-589-3585 ; Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 --------------------------------------------- File-MURRISH Wth-CTZ11S92 Program -HVAC SIZING User#-MP2019 ------------------------------------------------------------------------------- User -Steve Nelson Run -Typical House GENERAL INFORMATION Floor Area ................. 1425 sf Volume ..................... 11396 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads -shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 7537 ----------- 3899 Glazing Conduction ............... 5296 3442 Glazing Solar .................... n/a 9081 Infiltration ..................... 6482 2661 Internal Gain .................... n/a 2100 Ducts ............................ 1931 1059 Sensible Load .................... 21246 22243 Latent Load ...................... n/a 4449 Minimum Total Load ----------- 21246 ----------- 26692 Note: The loads -shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of HVAC SIZING Page 12 HVAC' ------------------------------------------------------------- Project Title.......... Murrish Residence Date........ 03/27/98 --------------------------------------- MICROPAS4 v4.50 File-MURRISH 'Wth-CTZ11S92 Program -HVAC SIZING User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------ equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. d DATE: 1. PERMIT #: ASSESSOR PARCEL #: OWNER'S NAME: r FEES (Amount and Purpose): REVISED PLAN CHECK: $ BALANCE OF FEES: $ ADDITIONAL FEES: $ REINSPECTION FEE: $ SHERIFF FEE: $ CUA FEE: $ TUA FEE: $ CSA 87 TRAFFIC FEE: $ 2500.00 WATER TENDER FEE: $ 200.00 BATTALION # THERM DRAINAGE FEE $ IF BALANCE OF FEES OR ADDITIONAL VALUATION: VALUATION: $ ADDITIONAL VAL: $ (Check One) COUNTY CITY OF BIGGS (Check One) RESIDENTIAL COMMERCIAL Jun -11-98 01:52P John.Starr 9d' ® W I JL L-73L.L IL TO: ZZ &A —S_ . Ph ne (530) 589-2942 _-'eke LDate iUumher of naves including cover sheet FROM. • John Starr n • 1 f -I Better autuiers Consouction Inc. 5263 ttoya[ Oaks Dr. Oroville, (;A 95966 Phone (5311)589-2574 --- phone 0530) 580_2942 REAMM". ❑ Urgent ❑ For your review ❑ Reply ASAP ❑ Please Comment 1f Z/ A 71 -AL v T.,. Y 74 - 0 Jun -11-98 01:52P John Star -Y, (530) 589-2942 P-02 GAPE' EIO OFT'AIL IG IN0•1L10I.EOCER IZ' Il.i..I �` \ (DF'A[E0 AT 511_' tl. C . BRACE 3X4• 13-6-0 onw (0112--- -ENG PEIC J A35 LEI]CiEI! (NAIL---�F6,Afk 113(K 10 YEPIICAL Yi> IOtI NAIL f l 1 I it I SFIAC UG FUR 113 2 5(i.0' 0. REFEP. TO SIfpSON CItIALOG C-%111-1 FOR PI!UOUCI Ilil)CHOIT SPECiFiCA11011IATUC11 A:15 III FI 012EL110.1 (r1l 2.14 F.L.,DR N.F, f2 (R BIR SIP.IMACK BRACE 119F 14AIERIAL IC1� ILITLQOKI:R 01AGONAI GAE:LE EIXI / XIi GRACE 21 LECK;EP. — TRUSSES `SIRIINGBACK (M;I 8F.'ACEO AT 55*II.C. r.CI IX4 CTP4111RInJS LAIERAL UPACING FOR BRACE ( SiP.Ik11'0A(:K ) MEMDEP. LTINGEI' IIIAN - I AT MICIPIIINI 11` pACIT flRAIE 1311 NAILS. (911 PEAK PLA:E 10 441CIi COPIMN BUSSES. ISI 1 SFLICL PLATE IO 1(AICII [0917( IRUSSH I III ► FEEL PLA•:[ 10 MAICII COM (N ]FUSSES. (0) DPIID1 ID WES PLAIIIIG: USE 131-2' YIFE SIAR.ES (0.072 DIV/15 GA.) IDENAILED IIBU CIYRII IVIG WEB 6 NIFU WEB INID CHORD ON 011E FACE FUN! A 100L [F 6 STAPLES. (PI 1, (SI.) L (111) DUST BE FILMED. (G) GAIIIE EIID DE1101 BASED ON 75191H WINO LOAD. EXPUSUF:E '8' AI (1-25 F1. KAIT 24' MAX nwl; C10P.OS ID BE 2X4 FIR-LikKII 42 MR. IIDIE: IRIS DETAIL NAY BE USEQ HIR IRLISSES YIIM PIICMEO B.C. ALSO. PLATE MAX. IfEB LEIIGIII 2'X4• a — 3X4• 13-6-0 /6 - IDd aRlrtIN vi n:K NAILS r I E i ))-10d .7" HAILS i EA(M EIR) OUTLOOKER L : [ TI_R f A 1---�•_^--_—•—.IPfIF :IG 1146MJ 7110P•rl f. IM:. 1,1 'T III>•7ts 140111E fa* !Arw ;BIW oilIil1.ir1 M>t YIAFIN I15fSre` IN to clow:. tcEcla lIU40 001E 1q1 pE as•dnlat 1`08 nry CI CJ I C:] O OE 1`1AItON 1`Ad1 p111 OCi1ON OA U(bf SPECIf ICA11IMS. OR MI 011AC111O. $Ie NI0-5'I of IPI. SEE 11115 IIESIS ez c= ranU4 rt. ewl0 nla ."S iN /draANAllce 4004 .)Slav e1` I.I. Iw .WlJImkL S"CIAL P111101U1fV1 &AACe16 GI e� e� 1� udoc cnleuonS ••K 1001 OF ieoA wev. sllu I<U110 .SIN cwiwAcNls. acess oueNNue wolch"u. CI C� C> O 1J.d IJi a 99CEPT AS 10110. APPY 14"'Ir10u5 10 Ii Jen SIC[ Of CIVA0 SIMLI SE IA II:AIALLJ BNILEO NIIN M �' ALF Ir�E o ..ns a'o L«tss oneoast Loc.eto dI nm xsnN. IosnloN a ..)10110 0.1. 0011 POA 81311014 Oonw n iT CI \ O Cdve 1:10x" Ped OAadlla( INI. 11.0 C U11A•F, OCSIr:14 SI'M nos d11N PrrOPl ll1 Illala110 AIGIO C61LINO - r Ld W41M OlaPR ICAOIC P"OW110.1. or .OS J IPI. AN t.4411ri R•5 AIPIIE 1ECIv11CIL 1A'0A I(. 1111/011 /OR M CI /�I R[JS'7 C. P se.L IM 11NS CAYIId N•.Lics III TIE ON CONPL-11 rN:PIf IJo 'ti't - DPI"tt APPLIC91law l. 1`011.1141 A eJ of NI CI /CCC/ rlJl tA11 Ot I4l11O 10011 IN ANI 01140.1/, OISI�rl 110 V< IIVS'i EfICIIaN LONIALc/OA:.� L1=3 �1 C� O_ 1-7—upi • Inks P'All Irr.11lulE. '41S - 1051 IIJI101.011 OEL1C111.•I CIr IC 111011 r�-MVM] eONi111.IC 11 IN �^ 3.5' MAX. 1'(P. 11011C11 24. O.C. 1.5' NAX. VJ\��✓ 2X.y F.L. UN(BER GRADES MAX. LEIIGIH — YITIQj BRAC 11X; (+I I MAX.11— II/ SIP.WISACK BP.ACI_ (S 1 SL(NIIARO0--- ini; r es % fly. C438415 I Eql 610111 1 OL 15.0 P5F EIC DL 5-.0 PSF EIC LL PSF ---- JOT .LO. 50.0— PSF onw (0112--- -ENG PEIC , ----" C1Un . F AC -----•— —� 11 --_— - 7-9-0 IS-li-O --- 11 L BEI IEP 7-9-0 t5-6-0 rTc LL3a-.o PSF 5C'AL�^ U[5S, nEFTC GAAIE, ini; r es % fly. C438415 I Eql 610111 1 OL 15.0 P5F EIC DL 5-.0 PSF EIC LL PSF ---- JOT .LO. 50.0— PSF onw (0112--- -ENG PEIC , ----" C1Un . F AC -----•— TolerS RRAI:ING1111OCKING DtfAIL 11115 0MG PWARED fROM (UMI"JIIN Illrlll (LOADS t DIMINS1014S) SUIIMilllO By 1RI1S5 MrR. TRIIIGS ORACENO,/BLM IN; DETAIL (AT E'Ati'I'0111f ) NOTE: BRACING DESIGNED 11) STAf11LIIZE 1RI16SES, ANO HAS 1401 BEEN DESIGN:O T() RE!+1ST LAIERAL SHEIJI LOADS .-----, --_ (A) 7x4 13 HEWFIR OR BET1E11 CON1114LIOS LATERAL. BIRACK.; TO BIE EgUACLY SPICED. ATTACH 1111111 (2)•I6d NAILS. BRACING HAl'ER.IAL TO BE SUPPLIED AND ATTACHED AT BOM ENEIS '10 A SUITABLE SUPPORT By EREC1f101i WNTRAC10R. I. (11) IEIGHt OF 1RIAS AT SUMIRT . ,��� ---- TRUSS � � � (A , (0) VERTICAL 14ES ten) It 1143 I. SECTION S-5 (D) ?X4 H.F. 113 OR BETTER DIAGL IIRAI;E. APPLY IN PAIRS A7 .I6-0-0 (T) O.C, AI -TACH '10 EACH OVERLAPPING TRUSS USINF; (,2)-16d N►'.ILS AS 611UAN. (P) 6I11EA11H1WG APPLIED TO TOP 010110 - BRACE. W,Y RE LOCAIED ON I:171ER FACE OF VERTICAL.. (,H) IF TRUSS IIEIGIfT Al SLrPORT 15 1U. CI" IST LENS, DIAGONALS NOl REQUIRED. (L) LOADS AS INDICATE() 014 TRUSS GESIIGN. • I;88) BLOCKING TO t9C11TOh1 'CIP`I:.. OVER ExJF'POR1, It.F. 17 OR BI=TTER xx SIZE EI • APPROX. 45• OF BOIIO14 CHORD. PLT TYP_Wave TPI -95 Des Ign Criteria: TPI -95 SI'D 18.21:3 ` ��LLLJ'R------- --"— —r� –••�••ru�lra�•iasstsTlanisLislBlra uuT{iAnliulaA Tumuta. f+11119%ITsuTl:i9c 11eD— TC LL REF R427 _ 11It1R6. 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N to (W)'PN13 PORTION OF B(1TTOR CHOICO MAY BE EXPOSED TO WIRD IDAE'5SURE, TRUSS C!ESI:6W1=0 IN ACCORDANCE WITH UBC -9'40d. I:OR 75 HPW. EXPOSURE B. 0 TO IS' ABOVE GROUND HEIGHT, �i rn THIS OWa DBICPMIED ream C0100M 1119UT (WAO!; 6 011D:NS1084) SI1BNIfl"D BY TausS H". THIS JiESJQN TO BE USED W1TR 09YYALL OF; OIFHEBL FILEIIBLE CEILING 6F1L.Y. 00 NOT USE NITH PLASTER CEILING. T1115 1,RW;S IS DESIGNED TO BEA# AT 3pECIFIC LOCATIONS. PA1:Tlt:ULkR CARE IS ADVISED D011AG ILIS',ALLATIOH TO ENSURE IHIIJ MUS TRUSS IS ERECTED PROPERLY. 110 NOT REVERSE. NOPE. BC CHECKED FOR 10 PSF ADOITICINAL LIVE LOAD ACC:OROARCE WITH TABLE 16-8-SFICIAL LOADS (3994 UBC). IN LIEU OF RI61D SHEATHiIW.i: TOP C14DRID TO BE BRACED BY PR(IPEP;LY AT-FACREO PURLINS SPACED ® 24.00' O.C. 10 ADDITION. A RIGID CEILING OR 2t:4 #3 N.F. OR BETTER CONTINUDUS. LATERAL BRACIIIG SPACED 0 72.00" 0-c, NU:►T IBE PROPERLY ATTACHED TO THE BOTTOM CHORD. 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MWTI4Ct It NOFLSW(AML tlotINIZI 1 Oy11MC1ptl itf 101991 IU 110 1/411 COIo•/U0r U:sua ::0017, rot :1OIF/d1Lt'n mom. M lnit Ci1DD0]1 011 Ago W FIC7.AA Sol W 46 1:1 Tit tltl*U 119LITF IF IOC IINIII-191 IlttatMA, ►fA A►alma I•l:Ia.Tena f,--�-- , ---- _--.-_- "-T ) cfLU=.:l:L_ TC LL 116.0 P;SF TC IX 10.0 PiF CC IDL 10.01 PSI` CC ILL TOT.L(I _0.0_PSF 36.0 PSF OUR. F)1C. 1.25 r $PAC I IID 24.0' Se, i e!_-.18175 t REF N427--39 553 OAW03,1`18198 -CA--ENS ORU cATa�1z>' seee7ol!i -CA-ENS PBC,(CVC SUN - 2:7953 -FRON KC I;NIgtISH PHONE IN BT11 ELDRS 14UARISH - 72 CANT TOP CHORD 2x4 ')F -L it 80T CHORD 2:t4 )F -L /1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LU)18EE: PI.R IIDS••91 TABLE 7.3.11. v NOTE: BC CHECRED FOR, 10 PSF ADDETIONAL LIVE LOAD OLACCOROARK WITH TABLE 1.6-11-SIIECIIAL 1.00S (1994 UEC). (RITHIS PORTIOR OF EIOTTOM CHIRO MAT 81: EKPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACI;ORDAHCE WITH IIBC•94ad. N FTIR 15 NPH,- EXPOSURE B. 0 TO. IS, AOOVE GROUND HErwr. its (N)THIS AREA OF TRUSS .:S I)ESIGNI:D To SUPPORT AN hOD::7IOHA4 8 PLF 70, TIF E 6pT1fOH CHORD. Cn 114X4® 0 THIS DND ►AI:PA8E0 FADH KORPUTER TOUT (LOADS 6 DIPEFIS10NS) SGaMrT1(D ®Y 'TAUS$ #"`R - THIS DESIGN TO BE USED W:ITH.'DR'Ir'NA'LL OR OTHER FLI:X119LE CEILING ONLY. IN) NOT USE WITH PLAST'_R CEILING. 0NNECTOR PLATES MIST BE INSTALLED IN ACCORDANCE WITH THE REQUIRE14EWFS OF I.C.B,.O. RESEARCH REPOP7 JI2849 AND ER -5352. TMS TRUSS IS DE.SICHEII TI) BEAR AT SPECIFIC LOCATIONS. PARTICULAR CARE IS A011ISE-O DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PAOPEOLV. DO NOT IIEYIERSE, IN LIEU OF RIGIEI SIIEA'fHIHG: TOP -CHORD TO BE BRACED BY PROPERLY ATTILCHf_D 1?URL19S SPACED 8 14.00' a.c. IN ADDITION, A RIGID CEILING OR 2x4 J3 N.F. OR BETTER CONTINUOUS LATERAL BRAC.INC 511ACEO IB 72.00" O.C. MUST BE PROPERLY ATTACHED TO IRE 80170111 CROR0. 0-4-13 IIs== 102.SXA1(AI) as 1-_._.---- 1�1- 7 — ._J.1�------- —sl 1 —29-!1-7 Over 2 Supports— —� te------------ 71^3.5" R-1384 V0.!i' Y-9:11 I OesL1jLn Crt.terfu: TK -99S ;TD _ f�1y-Lj-IF Scale-l_113756/ft.; p Ii" iN1YIs,gFlsl: QTIPiIE (;Ari tt ltt IYt1Y111at. IMCUa$. RK Ai. 1RI&LIin ANpull TC L.L. X16.0 13SF ILEF R4 %•�_i�%SCo IKWO. Rf7O1» Iw•PI aWOtti :OaTAula� ND sutcta), PMUS1at U T/t III![tS rUl[ tuTlltlt, tp1 t91M464L." naft alt. [1[161[. MI s7T11). 1'u IMP MA177-9 Rltt It `j► �. .—. •--. . TC Dl. 10.0 I'$F GATE 0'I J113/t10 nufailla It[:M NICTICAL ISIM 011t7nit At•(U"- Vol,1111119tJat FML 'I[ M04111 1T1Aws sa ._._._._..._-. ,W MY PARIES. ISM01 (Mln IWAL UK A IIgt11LIP A1tAw9 t14u wLua. n► N;� ,AN VA of ®i1AAEI EIC DL. 10.0 PSF' DRW t.NSa4ar 90nT7�:iE1 n�u9cyll. (r. Lu La IV q'tEWCSSM t via A O �11Ms IM Mts Kn Ill c. Inl?Aa AIR uILI Tt[ Itnif$ inCat�aitiWA ON TFt: a Nrluna. 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Ln I'rri elria: Fri, wYSIp1mr• 7111515 K1NPMl lE/l•EO +Jtl V F1aI CC1TPDly YU4M 14:` EJNP715, ylifALLCW /JTh IAACIIC. am N IN -II (UNA4;t OUTULIN In IIACI761. 311ILTt m By TN (Tomas /6511: "I'lartt. u) 0'MYU1 ■.. 511113 Dol. slang/. w 1111641. 1111 WETT 0110:134:14 1UN to 1[AP4;AlO 4U 10911048. IRIS; PTIENII: IIIP1[HI3, 1'10 CCttI 9WL JNt IOIMCRLr Att At/11 IT11rtnlAl PABL1. (ails► CNN 51941 USI A PAIPEUT A1'AMP U130 CEILaO. .qn"EMp. FCSICU A C11O IF TIt1: 01SCN 1011: 1OTALLNIIe CJItIACTW. AVW. t4tIH65D #*CMIT%. ICC. SICU. /aT IN IA1FCtIIIE We: Air NTIATI:o FM 1W$ �ISUI. AIT IAILtIt III 1033 Tt tonts III 9MMOC1A 11`11111 nw l; IrANINTD16. NACU+II. 0PP ON. M ALL314 wI ItAnn r DAM. Tat uiwP Carom: 1111 4"LICURA 010"144111 OF IIS 101140L 9654611 1pal"a11/I //riI140 0T Tit A.I;UTA4 F11651 .m PAM "W9011114) m IPI. AMIE tomCIAPT A49 IDC Ir IIA Jut !1631 Cop 044►. STIR. U1Cf0I AI IWMP. Will "'4911x1 17 4'M r4CE 411116. 44 Mtli /t[tPIK U44YE1 01111$ Ip11I. 14110101 CMDUU PEA '1 110 A-E. IN 51M M ICI ICA11t1 IIBICJTAI acrPrOU: v PMSStC0l 1183/111101 1 EI1FIn14111Pt MT PSI 14t IMS 10011,111'41 1941x1 14011A. 111: Wrun try +M 419 91 IIA V• firrN rr 651 MUCRJA 1P1UHt6 IS ng RECPINIM1.6ft 4F 114 QLOIrA MSI~. PEC: -0.0 ■ _ (NURISH-PHONE IN 6-11 ELDPS/11URUISII - T3 STUB COHN) ^---i—;-- -- — mats tiro Pt1ENa[a Fenn COnau7En EN! IR (LOAOi a E+[W[RSllllls) slree+ITr1Il eY TRUSS MFR: TOP CHORD 2A OF•L PI THIS DE:SIIIW '10 BE USED WITH] DIYNALL OR OTHER FLEXIBLE CEILING. REF R427--395161 601 CHORD 2:x4 OF -L 11 10111.1. 110 HOT USE WITH PLASTER CEILING. 1.0.0 PSF WEBS Yx4 OF • L :itandai'd CONNECTOR PLATES MUST BE IW'STIILLLD .IN ACCORDANCE 11I711 THE 8C OL 1.0.0 IISF REQUIREIENTS OF I.C.B.O. RESELACH REPORT #2949 ANP Ell -5352. am it PLATES DESIGNED F709 GREEN LUMBER PER 1105.111. TABLE IPA.;). PSF CA -ENG 161:/COC THIS TLUS:i IS DESIGNED 10 1EAP: AT SPECIFIC LOCATIONS. I '-1 IN LIEU OF RIGID 507ATKINN3: PAR1tCIILAII C1RE IS ADVISED DURING IHSTALtATION TO ENSURE a 101, CROP* 1'0 BE 11111:ED BY PROPERLY ATTACHED PURLINS SPACED THAT THIS TRUSS IS ERECTED PR(T'ELLY.. d) NOT REVERSE. ® 24.DDr' o.c. III oarrim..A RIGID CEILING OIL 2714 113 H.F. OF: BETTER CONTIN110111i LATERAL BRACING SPACED @ 72.00" o.e. NOTE: BC CHECKED FOR 10 PSF' A(011'2011AL LIVE LOAD MUST BE PROPEL'LY ATIAcIdEO TO THE BOTTOM CHORD., ACCORDANCE WITH TABLE 16•0•SPICIAL LOADS (1994 UBC.) . ti N 1D (HITHIS AREA IIF TRUiS IS 3ESI6RE0 TO SUPPORT kN ADDITIONAL (N)1HIS PORTION OF BOTTOM CHOID MAY BE EXPOSED TO WINO 8 PLF T11 THE no-trOM CHORD. FRESSUItE. TRUSS DESIGNE'O 1H 11000ROANCE 1117MI UPC-94ed. FOR 75 NPIH. EXPOSURE B. 0 1.0 1.5' ABOVE GROUND HEIGHT. 00 rn 4 rR L� ■ IW2.5Kd -L. 11111 .!i)[41 ■ W4X d Em -"A L 3 Le :'- 9 - 7---- 1�-0 ol>J --27-9.7 Dver 2 I.iuppOT'tS'--------------� 8-1182 11'3.5• R-9:13 IF -3.5• Bit Oe,. Ln I'rri elria: Fri, wYSIp1mr• 7111515 K1NPMl lE/l•EO +Jtl V F1aI CC1TPDly YU4M 14:` EJNP715, ylifALLCW /JTh IAACIIC. am N IN -II (UNA4;t OUTULIN In IIACI761. 311ILTt m By TN (Tomas /6511: "I'lartt. u) 0'MYU1 ■.. 511113 Dol. slang/. w 1111641. 1111 WETT 0110:134:14 1UN to 1[AP4;AlO 4U 10911048. IRIS; PTIENII: IIIP1[HI3, 1'10 CCttI 9WL JNt IOIMCRLr Att At/11 IT11rtnlAl PABL1. (ails► CNN 51941 USI A PAIPEUT A1'AMP U130 CEILaO. .qn"EMp. FCSICU A C11O IF TIt1: 01SCN 1011: 1OTALLNIIe CJItIACTW. AVW. t4tIH65D #*CMIT%. ICC. SICU. /aT IN IA1FCtIIIE We: Air NTIATI:o FM 1W$ �ISUI. AIT IAILtIt III 1033 Tt tonts III 9MMOC1A 11`11111 nw l; IrANINTD16. NACU+II. 0PP ON. M ALL314 wI ItAnn r DAM. Tat uiwP Carom: 1111 4"LICURA 010"144111 OF IIS 101140L 9654611 1pal"a11/I //riI140 0T Tit A.I;UTA4 F11651 .m PAM "W9011114) m IPI. AMIE tomCIAPT A49 IDC Ir IIA Jut !1631 Cop 044►. STIR. U1Cf0I AI IWMP. Will "'4911x1 17 4'M r4CE 411116. 44 Mtli /t[tPIK U44YE1 01111$ Ip11I. 14110101 CMDUU PEA '1 110 A-E. IN 51M M ICI ICA11t1 IIBICJTAI acrPrOU: v PMSStC0l 1183/111101 1 EI1FIn14111Pt MT PSI 14t IMS 10011,111'41 1941x1 14011A. 111: Wrun try +M 419 91 IIA V• firrN rr 651 MUCRJA 1P1UHt6 IS ng RECPINIM1.6ft 4F 114 QLOIrA MSI~. PEC: -0.0 ■ _ LLL.:j1L_ Scale TC LL 16.0 F/SF REF R427--395161 3 TC OL 1.0.0 PSF DATE —_ 01/18pw pllllt5r 8C OL 1.0.0 IISF DRW tADsRar Salmon am it 6C LL PSF CA -ENG 161:/COC 0T.LD_ —0.0 $6.0 PSF SEON - 27986 ^_ DUFt.FAC 77125 FROM —N—c--.— SPIIC I NG _ 24 .0' to .••1 a 00 CV W rn ..1 ro g r (HUIUSNPPHONE IN B!m BLORSIMURRISH - T4 STUB 'rap CHORD 194 OF -I. #I OOT CHORO 2x4 DF •L :11 WEBS 2x4 OF -1. Standard PLATES DESI'GNE:D FOR GREEK LU9IBIR PER NDS -9:1 TABLE 7,3.3. NOTE: 91: CIUEU:ED FOR 10 PSF ADSITIOIUIL LME LOAD ACCORDIU4CE t rm 'FABLE 16-8-561ECIAL. LOADS (199.4 UBC). (if)TIIS POF:TI00 OF 007TO- CHIORI, Pil,Y EIE EIPOSEID TO MIND PAESSUREE. TRUSS DESIGNED It. ACCCOPDANCE WITH USC-94ed. FOR :IS PIPH„ EXPOSURE B. D TO IE.' 401FE GROUND HEIGHT. (WITIHIS AREA OF TRUSS IS DESIGIIED TO SUI'POIiT AA ADDITIONAL 9 Pllf 741 THE BOTTOM CIIOREI: W4)14 ma 095 OXG NIEPME0 FIIIMI COIIPDlEf1 IaIDT CLVA05 X 111=11S11CXJr 3Usn17TEV MT 111ub�N fly It. T'NIS DL•'SIQN TO BE USED 01ITIt DItvW11LL OR OTHER FLE11.91LE CEILING ONLY. DO NOT USE NITHI Pt.ASTHR CEILING. CONIIEVOR PLATES MUST Of: INSTALLED IN ACCORDANCE PITH THE f:E0111RIEMEI11TS OF I.C.8.0. RESENA.C111 REPORT $2549 AND ED -5352. THIS TIIUS:S IS DESIGNED TO HEAH A,r SPECIFIC LOC 111195. FARTICIAAR CARE IS ADVISED DURING )INSTALLATION TO ENSUPRIE THAT TI[IS TAISS 13 ERECTED PROPEILLY. DO NOT REVERSE. ER LIE11 OF RIGID SHEA.TBING; TOP CH0R0 TO BE BRACED DY PROPERLY ATTACHED PIIRLI1lS SPACED 41 24.01) D.e. IN ADDITION,, A RIGID CEILING OR 2X4 13 H.F. OR 11ETTER CONTINUOUS LATERAL DRAGING SPACED 9 )'2.00• o.c. MUS'r BIE PROPERLY ATTACHCO 110 YHE BOTTOM CHORD. W. 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(H)THIS PaRTION OF B01-TOPI CNN1R01 K0 OE EXPOSED TO WIND PRE .S j;UIRE, TRUSS DESICRECI III ACCD1t0A110E WITH UBC. -941041„ FOR ;15 IWO. EXPOSURE I-, 0 TN 15' ABOVE ISROUND HEIGHT. is -i IW2 ,. SX41to= N5:(b- '1115 OVS PREPIJtED fKON (01HPOTElt WILIT (LOAOS t 13214E111IS191,11S) SUBPIl1'1E0- 8Y TRUSS 4F'R. (4) IX4 J7 HEM -FIR OA; BITTER 001NUDUS LATERAL BRACIING TO Ell EQUALLY SPACED. AYUCH WITH (2) 8d NAILS. 84AC1110 IIATERTAL 'TO BE SUF'PLIEO AND ATTACHED AT 810TH EIIOS TO A SUI'FA81.E SUPPORT 11 ERECTION (CONTRACTOR. 1AIS TROS:i 15 DESIGNED To DEAR AT SPECIFIC 1.0CATIONS. PARTICULAR CARE 1S ADV I:,EO 001ING INSTALLATION TO ENSURE 1AA1' THIS TRUSS IS ERECTED PR)PEIiLY. DO NOT REV£R;:E. M)TI:: 11C CHECKED FOR 10 PSI- ADDITIONAL LIVE LOAD AXORDANCIc WITH TABLE IC-11'SPECLAL LOADS (16194 U81:), 1.4 LIEU OF RIGID SHEATHI:NB: T)P CHORO TO BE BRACED BY I'ROPERILY .ATTACHED PUIILIIIS SPACED 41 211.011' l/.c. IN ADOITEON, A RIGID CEILING OR 2x13 p H.F. Ot BETTER CONTINUOUS LA' BRACING SPACED a ;12.110' o.c. MUST BE PROPERLY ATTACNI'D 70 THE BOTTOM CNCP,D. All AN4(11t) 0 MAI W) - _... 112X4 R —T'7 W2.50(AI) .r LE 6-o-0--.L— L 6 --.L-l6 4 8—„•) --.---�.._.---- 32-9-0 OvElr 2 S uDpor is—, !� R-183 *-3.5' K-11127 W -3.S' ` al: 1jI- la"116. wo is 171 -IS Oumen IOTRlY. As U Uf1l, MxjrAw a 1rr llw" rJwL IIItInK,SIJ 01SMil4 15.., flit[ Ila. flo"aft. 1] 011111. 1410 Win, 4UfT10:12 MIf1 TI)I'l1"au". TWSI nKfll*s. IBCA$ 0111/01/ 6101461111111. to own Out las ownur Snub :1nKnU *films. nit's CMI in" UN A WonLt Affalo i s*SR 0I111S. '•IVIIInUR" AKnaw I n*1 MI ins 991;1i YO at: IL:tlll%1j0 CWSMIM. ILPME oRlemn I•Iglgf. lit. SWILL 01 K IRf/001/1.1 AOI JON /I*NIEr I'M'MM RUG%. My r1m1li n1 (0111114 TRIC+ a Iaa11AISIO vin TPI• a TARTUVOS. 11,111111,99.9Qw111S. LOSTAttu4-AAIA IIUQN sl ralW. 1911 INSKA TAFWS 1111 A*1K/PAI PMtlttl 00 101 QIATIe UL 911;161 W9011401041POUSSO nn* amcia rows A" Am AsuclarlOq 1A/ 1101. 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FOR 64EEN LUMBER PER NOS: -91. T113LIc 7.3.3. 11115 DH: PI;CPARED FROM C)MITIA IN.MIT (LOWS & B1111ISIIie5) 51YU11TTED By TRIS$ 11FR: -`- (A) 171• #:I HON -FIR OR BETTER (QNT'EH110133 LATERAL BRACING TO BE E:QUIILL'f SPACED. ATTACH WITH :2) Rd HAILS. BRIC1118 HATERIdL 'FO IE SUPPLIED ANO ATTArHEI) AT BOTH EbDS TO A SUITABLE ';UPPDRF BY ERE(TI(M I:ON RA1301. IN LIEU OF 111111311110 SKATHING: TOP CHORD TO BE BRACED 8Y PROPERLY ATTACHED PURLINS SPACED 4a• 24.00' o.c. IN AUDITION. A RIGID CEILING OR 2c4 13 H.F. OR BETTER CONr:N000S LATERAL BRACING SPACED 0 72.00' a.c. MUST RE PROPE7RLY ATTACHED TO THE 007TOM CHORD. (W)THIS PORTI.OR OF BOTTOPI CC ORD' MAY EIE EXPOSED TO HIND PRESSURE. -ROSS DESIGNED IR ACCORDANCE WITH UBC•949d. FOt 7S NPH, £%POSURE B. C Tei 116' ABOVE 11ROUND HEIGHT. 115:4 s3 MU4(A2) = M]..5X4 R ROAD_= CONIECTOR PL.►TES MUST BE II STALLIUO IN ACCDROANCE %'ITII TILE REOtIR1101TS OF I.C.S.O. RESEJRCII RI:PO11T 12949 ANE• Ell -5:152. THIS TRUSS 1; DESIGNED 10 10111 AV SPECIFIC LOCATIONS PARIICULAIE CARE IS ADVISED OU1111111 IIIST►LLATIDN TO EWoUR1: THAT THIS TRASS IS EBECIED PRIIPEIILY, 03 NOT REIERI.E. NOTE.: I1C ;KE:KED FOR 10 PSI" AII01'(IOIAL LIVE LO).O ACC(1RDANCz WITH TABLE 14-B-SPFCIAL _OA)S (1994 U11c). IW)1'Hl:; AREA Of TRUSS I: DESIRME11 T) SUPPORT All AIIDI'f IOIAL II PLF TO THE B4TTC41 (NORD. 112.5) 4 QF W4x4 (R:1 4 + 113) 6 =' }11.1;1(4 n w3x6A !w) (e----5 - 9 ' 7--� U-4-8 - 8-----�1.__ _ ----16 - t 15-------� .-.----------32-6-7 Over 2 Supports, --------------� R' -91S W -3.S' It -1474 H•3.!' . Wave TPI -9 Vail $41n, W+r�18tN., O R tN.iAoMA, It�iuin grit laws umusMIN 11 rtAeasUl 9N[ 14203m. MioS otl[glbl 0103010. to Newsom tun r1Nta.f Alu"I s>r0,"Ul KIQS. Wf,m C11M !&U t/.w A VlWffl11 A111ANIS 11113 t[tlt St. Maris. 1K. twi nY Vol A"Emmait �IHAro ieiw11M111rm lottsi X31111:• Aw FASIM 111 ptul tat 1/O UT IS 1ptFRFASt/ 111111 Irl: ■ FAMCCUoM1. ONIN9 . tI�F16, 19f1'Mlllu 1110 aw[4aiiN131111 MKi'8f1 IF tB ANKe I Ut1 Aw muswimelm-1m)�An n1.ln"m otttlw [fA1iCRs1 Itt Oil: M :ROA AToI ni32 6.10 4R'r. frit[. [tR/1 Af. Salle. NRI CNIMM 'lo fuse or mu.. Ale tones[ FmswlsA Nast0 M' $" Ktto1. 1"0"11 p�Atitlii m AIAA�M iN 1.1. 1111 1111 t1/ Alit mulo1 110t4Arts Atctmm OF reet[Sa34414 1/1111ttorllO Itt1U11111c11tl tart; 1d4 11$ WaS 400"m OrTlll [liar, Aq Winn L211' Ar IqF 1/ 11116 cols,901q t0 M11'1041411". 1 0 1 4911011 OA IS 11ttMS1/1.111 A liq 10(10[11 14]imi. r11 sAllritl I -mi BLIIr 2. _-�t1LL7 U r - TC L1. 16.0 PSI: TC DI. 10.0 PSI: 8C DI. 10.0 PSI' BC LI. 0.0 PSI' TOT.I.D.-36.0 PSI__ DUR.I*AC. 1.25 SPACING 24.0' Scaile -_1.67KI t REF 11114,27--:-9564 DIXIE 03/18/98 DI.11 :AM&42F 911077025 C/. -ENG PBS./(WC SUIDIN - 2810;, KOM PIC - U1 W 0 v LTI CO U) I N U) A N QI Q. a, F.1 ti) �i o� (NlRI:H PHONE I41 BTR BLDRSIMURRISH --i"9 STUB COMM TOP CHIRD 2114 [F -L 41 BOL' CH )RCI 2114 CIF -1 f 1 IF -'.BS 2114 tIF-L. Standard PLATE:: DESIGNED FOR (StEIrM LUNBER PEA NDS -91 TADLE 7.3.3, 111011: IC CHI:CKI:D FOR 10 PSI: AWiTIONAL LIVE LOAD ACCORUIMCE 101111 TABLE lIS•B•SPECIAL LOADS (15194 UBC). WTHIi PORTION 01: BOTT9H CHORD MAY BE EI.P06E0 TO HIND PRiEwiRE. '1tuss 1)ESICIIED IN ACCOROWE GWITH HEIGHT. FOR 711 HIM. EXI 0SIJRE B. D TO 16' ABOVE (N:ITM3i AREA DI° TIIUSS IS DESIGNED T'0 AUP11ORT Al ADDITIONAL B P.F TO TWE BOTTDM C110010. NAX4 1NIS QUO PREPARED 1'M C010WER IRI11T (LOADS 6 0119[/5100) SURNIT1ED I1V '1RU55 MFR (A) 1X4 f3 HEH-FIR OR OETTER CONTINUOUS LATERAL BRACING TO BE EOUTALLY SPACFJ0. ATTACH WFTH (2) IId HAILS. BRACIN; MATERIAL TO BE SUPPLIED JIM ATTACHED AT BOTH ENDS TO A SUITABLE: SUPPORT BY ERECTION CONTRACTOR. CONVECTOR PLA'EES RUST BE INSTALLED III ACCORDANCE PITH TNF. REOUIREHEgTS OF I.C.B.O. RESEARCH REPOR'E #2949 AND ER. -S3152. THIS TRUSS IS DESIGNED TO, BITAR AT SPECIFIC LOCATIONS. PARTICULAR CAIRE 1S ADVISE.D DURING M7ALLATION 10 ENSURE THAT THIS 'TRUSS IS ERECTED PROPERLY. 00 NOT REVERSE:. III LIEU OF RIGID SNEATHIIIG.' TOQ CHORD TO BE BRACED BY PROPERLY A'ITADIIED PURLINS SPACED 6 24..0011 o.e. IN ADDITI(Mi. A RIGID CEILING OR 2x4 03 H.F. OR. 817TTER COHTINUOLS L.A11FRAL BRACING SPACED 4' 72.00" t/.c. MUST BE PROPERLY A1TACHED TI) THE BOTTOM CHORD. 114(41 7 3 t �'. S ;10-6-7 over 2 SUPPOr R-952„ 11.3.5" :.• �U1ti1's WIftI E1r1111 GK ® /IR[CAI/R, luaac4. f111Wnc. W-01tv"" yrs 1110A also IMU OMLM 054041-140 AN U%W)%.).PALUMA IT TPI VIZI KATI, I ala[ /ac"Aid, own 17elwil 1lelura. IIF also IM0 on Fartltl' ana s - t Vols. Ions CMI0 SfuAA Ia1R 1 panne 11114011111 Etat/ altma. Nom- Il inn b SI? M Tilb Oulu TD IN, Ib1WIAr11M tCItauna. NlIrK arl WAM 111L. One RT R ITS MURI ra an' MOtAlti NO 111s HUGE: IIT I'A[1a1 TU 11/4013 111 m/ LWOM am aY]; 1>A I'AMtCAIOQ. YOLK am IIIrrIN. [6[TL4t R6 AMI Ila rroA:b M Tat MAISA9 F�dZN jU ICaNs AKN.jAATI� 111 TPP1. In a WAX 11111111 1{SIYI iOF nw An lAMaas onXY131 a TCi W 1114 Wif44;14 8*2370" in" AnaS�a 1f IU la &I, 111 UX Lalli �wArIU pl [ullt ACUPY K 1[1314011 MSMalll: I Fa IIF ►ATIOIIM WKW4 s Too " UM1110.111' 16 TNI „aa 1101MK111dA.1G111:. 1•rA! sCS'IIM 1. __------ - , P1LLJ' ".111 'TC LL 16.4) PTF TC OL 10.0 PSF BC DL 10.0 PSF 8C LL 0.0 PSF T01'.LD _ 3.6.0 PSF DUR.FAC. 1.25 _ SPACING 24.0" _ c el D -_215J!Ft_ AEI" IR427- -39565 DA'T'E 03118/518 DRIB CAUSIL427 900771.0 CA-EMIG PBC/CNC SON - 27934 ^ FROM W —� N) Ise S0 c± E� t li Qti ()IUR:(SH -?MINE IN BTR ILDRS/MURRISM_TIC, STUB TOT CNORO 2x4 OF -L is BO'T CHORD 2x4 OF -L in WEBS 2x4 OF -L Standard PLATES DESIONIO FOR GRIiEN LUMBER P1:R I4DS•91 TABLE. 7.3.3. NOTE: BC CHIECk;ED FOIL 11) P;iF ADOItTIONAL LIVE LOAD ACCOROANCE WITH 1'ASI.E :16-11-SI'fC:IAL LOADS (1994 UEIC). (H)THIS PORTION (IF 110110N CHORD MA'1 BE EIPOSED TO WIND PRESSURE. TRUSS DE';IGIED IN ACCORDANCE WITH USC -941A. FOR 75 MPH„ EIPOSURE B. 0 TO 1S' ABOVE GROUND HEIGHT. (M)TJi1S AREA OF IfRU:;S IS DESIGNED TO SUPPORT AN 14001710NAL B PLF' TO THE 1)OTTOM CHORD. W04 41S OWI, PWARED FROM COMPIPFER TTBUT (TOADS A DIVERSIONS) St"WTTED By TRU';S Wit. (A) ;IX f2 HEM -F'10 OR BETTER CAT INUOUS LILTERAL BRACING TO BE EQUALLY SPACEO. ATTACH WITH (2) ad NAILS. BRACING MATERIAL TO I:E SUPPLIED .AND ATTACHED AT BOTH EYDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. COINECTOR PLATES MUST BE INSTALLED IN ACCORDANCE Y1TH TN£ RIcOUIREMERTS OF I.C.B.O. RESEARCH REPORT P29,39 AND ER -5351, THIS TRUSS IS DI:SI6NEI) TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR: CARE tS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. IN LIEU Of RIGID SHEATHING: TOP CHORD TO BE BRACEID BY PROPERLY ATT14CW-D .PURLINS SPACED 0 24.00' t..t:. IN ADDITION, A RIGID CE:1101 OR 2x4 #9 H.F. OR BETTER COUTINUOUS LATERAL BRACING SPACED E? 72.00" 0.6:. MUST BE PROPERLY ATTACHED TO 1HE BOTTOM CHORD. H4X4m T 11� 642.5x4 4 -, 4 W12. 5X4 ft N1.!iX4 N 4IDX4:� W" XS- N4x41si . "`'" •' Z) Wt.!; M NI,5X4 I '•{. '. La_._.--•-------;--. _-----. _ — --------2:8-Ii-1 Over 2 Supports--- R••963 W"3.5' 1C" -SAs,s.r- ,,wglm. MFt1E>a u1.TI puspw lurettN Atl nAelrl, rNRp118urm Semsmal 11mimer.. U3 0'11{13 a... vArt MC. 11I6ts11. Yd MSTUT. Ira 413Th M11C11CTS M®10 FO&MMoll T1CR RRT11p. IIRcsS gIEt1N:Q 1111b1'10. IN 111010 SARL pat/ 11 WMT AITA041 IILMV lm. I/rfts, 131711 felt! SM1.L AK A c10/W.1 ATIACYf 1DGC flriNAS. 201It1AIR"' IA,MS.S A l" 0: gm 10111 in ME Ic3ALLAR1131 cu]MTN. 11112t m(won WN41I, UK. MALL 101 Sc IUIl/J1I1111 Fp Mt CIEIIAS]" "Ill "E 1 RHr0U WE FAILAI TO 0"41 Fee 4g, VWM. Ie clot$ I)njEv truth 1"10 APPUSA LF 12*#U M, 00 10�WITHLIIEEIFfN1 R1ECI1Tq'rW OU1LIl1[1 IT Jet Avot)II l WEST AM VAM AMUK1411" AXIS". A0126 !1111:1121 AAL put IF 11AA ILlle ASS) "Rs 1yr. SIEEL, Eiifl'1 As 0210. OKI cualEclall IC EAC1 SILI W 11010.M lK9:M 011[11910 LIC►g1 I2 417 OESI:SN. 1057110%,70rfIR0lll M 61"1 113 114 A.I. 131 SIAL MI TATS OSHI11 IWICLTCs Accu -TAKE or 1mpme1Y 17mues 1NA tot 101:11TV ulk ON OF ILT FIN 161 C/pI,14111M11e1tt1AAI11e1RA EN1101N 1 ISS/KIeISTTNUIRt9l 41P Ili IU)40149 OtlICR 1,, KIL TIIf A1111,11I1 1.1111 SICI00R I - CA_(.RI:W-UF 5Cale-.254Ari_ TC LL TC DL BC OL BC Ll TOT.LD. —:16.0 1.6.0 PSF 1LO.0 PSF 1L0.0 PSF 0. D PSF PSF REF R427•-39566 DATE 0:1/ispe — DRW CAUS114l7 5801?,527 CA• EIIG P8(: JCWC r SEON - 275130—� DUR.FAC. �9.25 FROM MC SPACING 24.01 ~— (MURISU•PHONI: IN BTR BLDRSAURRISH - T11 STUD TOP CHORD 2114 DF -L 61 EOT CHORD 2x4 DF -L #1 HERS Zx4 DF -t Sundnrd PLATES DESIGNED FOR GIEE11 LIMER PER NOS -91 TABLE 7.3.3. .-I <14 (A) 114 03 REN -FIR OR BETTER CUNT;:NUOUS LATERAL BRA.Cltm; TO ck� BE EQUALLY SPACED. AT'TA(:H WITH (i') ad HAILS. BRACING MATERIAL TO BE SUPPLIED AND AT ACNES AT BOTH ENDS TO A SUITABLE SUPPORT 61 EHECTION CONTRACTOR. 0 1f? NOTE: BC CHECKED FOR 10 PSF ADMIT:;01HA1L LIVE LOAD w ACCORDANCE WITH TABLE 16•B -SPECIAL LUADS (1994 UBC). Is W4 X4 = 111, OAG PIREPIURED FROM 0111PUTER 111101 ttf1AOS t DIMMSIOHS'1 SOBHITTEII 61 TRUSS HFB. DEARtYG BLOCKS: NAIL TYPE: IO-buX-1114119 6RG X -LOC #BLCCKE: LEWGTHfBLK JHAILSj'BLI( 1 26.4se' 1 12" 2 NOTE: FOR ADDITIONAL DE -TAILS REFIER TO DRAWING 11139. OEARINC BLOCK TO BE SAME SPECIES. SIZE A GRhOE AS CHORD. CONNECTOR PLATES MUST DE INSTALLIED IR ACCORDANCE 1AIT14 TRE REQUIREMEIHTS OF I.C.B.O. RI_SEAtCH REPORT j21149 AND ER -5352. IN LIEU OF RIGID SHEATHING: YOP CIHDRD TO BE BRACED BY PROPERLY ATTACHED PURLIIAS SPACED E9 24.00" O.C. IN ADDIITHON. A R113I0 CEILING OR 2x4 f5 H.F. OR HETTER CONTINUOUS LATTAAL BRACING SPACED ® 72.00' O.C. RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W!0 CYd s V 1 11 L----- 16-4-11 � , ___ _ I 0-1-15 FO ---------------26-6.7 Over 2 Supports-- R-966 upport:.--R•-9611 W-3.11' R446 M•1.5" e TPl- IMAUa . WHO. 11 IM -11 OMCIIM I,Wruat.e AM UWJM. MU1416 n ni [VMS KAI lm rm. "Ii 0101m" ".. 4/119 01. 1112101. it w11/I. ICK AMAMI OR1R91Qs MICR A) 1[tld'Jm wall" 1,014A. min Zkalta Ig11t►TtO. IW cam 9RA11. RA7a 0110mv ATFAOp) ITMMM Ds417. IN1ri4 WO 9M .Sh" 1 M*Mt APAMO RIND CPJL1114. r^nNAIrnf-- 114011/ A (art Y PNS. aEACa 10 W. =02LIJUM CMUCTIM . AIFIA: IntUDUS lemon. tN. NARI. =7 a s11lm0ak I rn wr uYur a! /RMR too mums. Asp FAtIORi f'7 NIN I• ISM111 111 CU14 MUG ONR IN; II FARIGITII*. 11111114.1111.911!0011+@. IWALLITS sal R1 lint N TM$9$. tan O nW1 U&IRU 1/III APIKA13.9 00111/111410 OF INS AUT1I011. U/12111 IF ingAIO® 11[1100 M its MOW NASI IlR FAIN A$WIAT1I(t rW 1009. WIN RK tCCtR1 AK W[ V 11" Alto AIS) SRN "it. SAM, AUM IS GI. WKY t/aASCTINI 90 IAO IAft./F 11117. to MILD, 00IIMin LCIATIII 0 MWS 10101, PRS1rJal COMMONS M IaA7Rf 16911.1. lot u" N to,, 19Aa1RS 11"ItAnS BOOM, Or PRA SUNAL /MRSa1:IRIlO 1lsN11111I131T 51111.1 H0 m mns "DO"" 001:1161 gas. 1111 "ITIA1I HS All 4111 41 TII b lawn"" IR Alr h-111901" 101114,111,11 Is Tat 0*011S117u IT IF 111[ milltm 411111/411. Nt AM"IIli 1•Igl V.CI10 t. DUR.FAC, 1.25 _ SPACING 24.0" .A .a 10 '°:�l�O - 1rLs. REF R41?7--396E7 DATE r 0:1/38/118 DRW CRIISL421• 98077OZ9 CA79% PRICK r SEAN - 27527_^ FRAM " �� n LT1 W 0 V TC LL 116.0 IISF TC OL 110.1) PSF IC OL 110.0 PSF BC LL__ 0.0_IISF TOT.LD 16.0 PSF DUR.FAC, 1.25 _ SPACING 24.0" .A .a 10 '°:�l�O - 1rLs. REF R41?7--396E7 DATE r 0:1/38/118 DRW CRIISL421• 98077OZ9 CA79% PRICK r SEAN - 27527_^ FRAM " �� n LT1 W 0 V CNLMISk1-PHONE IN ITR DUIRS, TOP CHORD 294 OF -L 01 BOT CHORD W. OF -L #1 WEBS W. OF•L Stondnrd H •• T:12 ;STUB COHNq -- fees DA IItepARen Flom 1:01,0YER 111PUT (0119S 11 01NE1151085) SOOmifTI;O Of TRUSS MR. (A) 1114 (1 IB31•111! OR BIETTER CDIITINUOUS LATIERAL BRACING TO --- 8E EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. SF.AC.ING MATERIAL TO BE SUPPLIED AND ATTACHED AT (BOTH ENDS TO A SUITA6LE SUPPORT HY (ERECTION CONTRACTOR. PLATES DESIGNED FOt GUEE14 LUNIER (PER NDS -91 TABLE 7.3.,3. r, r' NOTE: BC CHECKED FOR 1,110 PSF ADDITIONAL LIVE LOAD, �- ACCORDANCE KITH TAI,LE 16••8-:WE,.'1AIL WADS (1994 UBC). A. :7i M CONNECTOR PLATES 111JS1r BE 1111STALLED IN ACCORDANCE WITH THE REONIREIIENTS OF I,.C.II.O. RIESEARCif REPORT #21749 AND E:R-5352. IN LIEU OF RIGID SHEATHING: 'rOP CHORD, TO BE: BFACE:D BY PROPERLY ATTAOIED PUiLINS SPACED It 24.00' c.v. EN ADDITION, A R,IGID CEILING OR 2x4 J3 H.F. OR SETTER CONTINUOUS LATERAL 3tA£IKG SPACED 0 72.00" o.c. 14UST BE PROPERt.T I.11ACHEO TO THE BOTTCH CHORD. 114X4 in uO 1:1IA� 4A!r 2-:1-15 .. N'4Xd2► a 111.5X4 ® N3X8e N3Y4-: N4X4g W1. 5X4 II Lt --r ----- Il6- 4_!3--------�1� — --- 10-4-8 a ---------- ----Zi;-9-0 Over 2 Support:.---------------� �a 4 'a R-971. If -•3.1; R -4S2 N-•3.!0" 4 . IWAIM. ILOU TO 114.91 PAUNI 011MLI101I AN UACII.Q. /(VAIN( IT fol (fldlt KM IA7MM U3I'MIP119L. SRI( 1011. WRIM11, 11 611111. 04 uror PIACIICO: me B. ►[1101111 "M To:Ilws. 014ISS Amuse inlujuO. Tm am W&L YbC "CUK11 ATIKIN SI9 WUW PA�LI. 934011 4=0 MAU IGtt A Mow 16(1(1[4 IWO 4:911. I. .INNHAII— MINA Cpl OF DIS 116149 11 TR I1S1'ALIAHM (09e1/RT09. ALPIR 1131111112111 ro"". 11191 :041 NK II 11.VUUKl: FO1 Mf' R111110 PION so& I(11L'r 111 PAA*Q ". aSIM TR IISOSAil ts CIOIOAWICL Oral 1WI:.00 14"Id URC6. NMOU;29, IAUP114. IIISn'LL140, AM Mello r Tus::s. (ISI 01MM C&AGM I)Tli APPLIU411 MO11EN16 a an 4 1AIIQLAL OISIST SPUI11TATIM 019L 1$In 11 111: AIE1K.rt LICIT IAS Pau AHOlwla) Aq III. 111011 13111010113 Ut 1611 ler NAA A101N Alp (AAO •IALV. STILL. ICCAPI 0 MIN. OPLI C110111U011 TO - .31 61(31 IAM 111 lflei..UO I1flW /TN1PA1114 Won 0 9915 IISI44; X12171"MIS1IIdwa(ful 10 11ANHAS 11'10 MI. TIE SIXt IS 1111 IIAVIII 1NACA.CS ILK401AW W PAOIEI:SIOUL I1:IAICCIIM 11T10111tl1.1T KLI&I POP INC TWS 401M MI 01390 IN". III $11110W]" AM 101 V MIT C:WMIST I'N AM futriCAlAl bVILOTAri IS TAC S1iN1111(LITV a VIS /11L►les OCSIORI. Pfl AW/IFI 1.1/16 IIU:U I. DUR - FAC. :I.25 SPACIWG U. 0" — Scale .25"Ft. REF R4427--39566 DATE — 03.116198 ORW C.6UUM 980110:10 CA -ENG 1'BCJC6!C — SUM - 219155 _— FRON MC 7C LL 16.0 PSF TC OL 10.0 PSF IBC OL 10.0 P$F IBC LL •TOTAIh_ _0.11_PSF 36.0 PSF DUR - FAC. :I.25 SPACIWG U. 0" — Scale .25"Ft. REF R4427--39566 DATE — 03.116198 ORW C.6UUM 980110:10 CA -ENG 1'BCJC6!C — SUM - 219155 _— FRON MC N ti d N lD ISHi-ipwrimV 11 BTR BLERSINURRISH . T1.3 STUH TW CHORD u4 DF -L 01 BOT CHOILD $114 OF -L #1 WEDS 10 DF -L Stendord PIATI:S UESIGWED FOR GREEII LUMBER PER NOS -91 TABLE 7.3.3. NOTE:, BC CHECKED FIR 1.0 PSF ADDITIONAL LIYIE L)AD A(;CO11DA110E NITH TABLE 16'•9 -SPECIAL LCIADS ('1990 UBC). CrI; ONO PREPOME0 FRAM 1000TI3. IN -UT (LOADS t C411EI151OFM SUBRITTEII 9Y IRIISS Nim. IA) 1X4 ,p:3 HEIi•F1R 01 BETTER CONTINUOUS LATERAL BRAC:INO TO (it I:OUALLY SPACED. ATTACK W111I (2) 811 MAILS. BRACING MATERIAL f0 BE SUPPLI:EO AND ATTACHEI) AT BOTH ENDS TO A SXIITABLE SUPPORT BY CREC:TUR C:ON•IRACTOR. COAAECYOR PLATES :UST EE: INSTILLED ;111 ACCORDANCE VITll 71HE REIUIIRI:NEWS OF I.C.B.O. RE'SE/RCH REPORT #2949 AMC' E1t-5352, IR LIE11 OF RIGID SHEATRING; 10P CHORD TO BE BRACED BY FROF£RL.Y ATTACHED PURLIIIS SPACED 0! 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 ¢;I H.F. CR BETTER CONTINUOUS LATER/.L eRACIN(i SPACIEO 0 72.00" O.C. FUST BE: PROPERLY ATTACHED 1'D 1HE 6011014 CHDRD. 90A 51 M7 LIVA ,e. MJ71A-= 44 T 2-3-15 ��--------- 16-4-8 -------- -------10•'4 - 9 --- ---� may$ ,• --------•------26.9-•0 (leer 2 Supparts- — ----- i o R-1,08311.3.5' R-947IA-3.5• Ic. Mass, INFO To 11611 PESKIN 1111TAL1.111 "im%mf , K6.1116) in IDs mm FUR 1011111. urs 1'601644.. 61111 M. alma. 1e S.MX. nt U1111 OAKUM PA1111A NO ImfumK 111011c olowmi. t11t6r emmiti: 1OA1Ag0, flap 1St® mum. FAIN � PMnul AmScis '11Io1APw's, VwwI Ot16 NUA I"t 0 POPIALT AIMUM 17616 CELIIL. " "ITA11— rwitR 1 CRY v VAS MIN Ti- "IN 1/11lA1Ait01-CMILKAL A01111 MIAp?AF6 I low is. ILC. Zat am lr NIPHSI LI em ur 6111Ai71a1 no III u; mows. 60 1USYIt Tf onto TR 11MI!s to owamn Vito its: It Fa1471ATink. IMXLLa6. Sd"llo. 11ST141. Imi Ali Duals 0 loan- Dol Nino CWU= Ong Afflimi RRlslems t iso 61111111At tlau IM111101M MA D1144It 11111 A911CIA FM:Sf IU PAMAINCIARIIN1 AO TIL. A0114comilfls NN Mr L 7F ne Jun 6161 Ion 4111. iIU, rYiOl AS 061110. IPPLT CONICi1r11 TA rtCO alta It TM113s. 116 IALISO OTAlNllc L0¢II11 aM 1103 0WN, H11116731 61111iIN1 POA ♦16911 IIA A-4 114 WH 1411 ONMIIIB 1O)IG"to AIXt►1NNtt 00 AKr11Nt1At 1Aoinnxm L'1T►IlWAljoUnf Altai 1p 1U1 11111 CUP0111311 111114 1117K1, rK 101T.41Llt0 NW/ NC R 14111 91WRIVIT I11 MOT PAlrlllts 101"140 113 TM: r1141010,lnrr O Tea 146PCN1 Desolate, Flo N111/1q 1.1911 NC1KB A. (C LL 96,0 PSF 1fC OL 10.0 PSF IiC OL 1.0.0 PSF 11C LL _10.0 PSF TOT.LII_36.0 PSF In. FAC - 1..25 SPACIRG U.0° _ Scale -.251!M.. REF 11427-•-3S155D IRATE 03,11E J9D iDR111 CIASt,621 19071019 ICA- EN , POC/CWC :SERIN -_279679 FROM MC —�^ tri RD <V to �O A Gl c�11FrS► yHgnE IN BTR BLDRS/HURRISIa - Tl4 'rOP "MOtD 20 OF -1. 0 1'071:1400 era OF -L ill WISS 20 OF -L Stercdel•d PLATIS DESIGNED FOR CHH L114BE14 PE=R NDS -91 TABLE: 7,3.7. COAKICTOIt PiATES RUST It TNSYALLED IN ACCORDARICE KITH 'TME RE901REVAWS OF I.C.B.O. RESEAR01 REPORT 02940, ASID ER -53S2. ROTE. IC CHECKED FOR 10 PSF ADDCTIONAIL LIVE LOAD ACCOROANI;E WITH TABLE I6 -EI -SPECIAL LOADS (1994 UCC). W2.51(4 a; 4 , _. _THT; ONG PEEPAREO FROM MPOrEIt 14"T (tOADS 9 01FUSTONSy SIBNTTTEO Of T>A"S NFII_ ('A) 1X41 I'-NIEWFIR OF: BE=TTE=R CONTINUOUS T.ATE:RAL BRACING TO SE E;OU/ILLY SPACED. ATTjiu NI•TH (2) 84 M11ILS. BRACING NATERIId. 70 3E SUPPLIED AND ATTACNED AT DOTER ENDS TO A SUITABLE SUP.AORT IY ERECTION CONTRACTCR, IN LIELI OF' RY.610 SNEAT'NING„ TOP CHORD TO BE 11RACED IIY PROPERLY ATTACKED PUFU.IIIS SPACED 6 24.00' 41.c. IN ADDITION,. A RIGID CEILING OR 2xR #3 U.F. 0.1 BETIER COFE711W00S LATERAL IIRACING SPACED 0 MOO* o.c. MUST BE PROPE=RLY ATTACHIO 1'0 THE BOTTOM CHORD. a4x4 = 112.5X4 (A) `�` /� /��� � • 2t 2-15 N4)I4(A21 W1.SX4 N W3X-8a 1404e1 4r 1 W3X4 a 111.5X46 Id` ��t•a•4r,1.1. ? 'i'.. •�� ---� /..'x.161 .A .L -- ------ --26.9-0 Over 2 Supports— R•-1019 bh3.5' 11�11)5Ei 013.5' "'" 1111:[3{. mfl TO [11.41 PMOLM; OSIALLII16 NO 161bON',1. MfLIMIS 16r I'h 1OU Ma 11Srt1Alli 141516'If71fA fret l.. So5411, AD 158L M 13119t. Fall Snarl Putrlt" IN= TD "twins ncx rucl1mrs- wkw tataxaLt laws S, if, m7D tlu[t Sim rwcnF [[masa f1XWAL n10s1. MIGIN 4:08 Sat 11410 A FAPRUT ATT4*t16 311631 (4t11B1. '•11*01Af1-• 11111!rD A 6A�1 N Tf[7/ 16RYfDl W A�Atc1TYI1 C{rt1licTt•. AYaQ ID6141a11tt' MAAUI 1f1:. Lull 3111 16[ AL101i11Ii141 RU A01 ITTIAF1111 i[OY RIS 01{1411: A161 FAAW N 1Nio It1 1/107373 0 1117PO.MKI ur111 EPEE 01 KR11N11N.. 1111011131, SKMI111. 1WIXU1t1 AID USX{ 1F ?IA6LCa17115 Gums gavel" A"I A114.1"hu: 1,1071stfu or 10o cWtUAL am" usincoml Fm.iM$ a vt Ugalw[ Rota) u1 FAFaf L14cd0l!c11 As) M. 11!041 / 171 IAAJ[ 41{71 N 8161111 Af11 11/1! AaYto 41134. !:It4. tSUlA°1 M1f N�i816. AFKf rAO1ClLlL A QA rAc16fRg0af t[ 1Q0. Y3 013,[0 7I �41 VI k LKAM 10 MS ■ U41i. to I410A tolatt70116 a PIADIif Ib 44. IMI 41'X1 Otl TBIc ftNYlf/ [111 tM1I[f AllalJflAp IF MA[t161U11AL [tla14141cIDi 11ye1610101U1T 30.111 Ga PAI ■Wal A111p4141111 111111 WIN.. 11111 3011ADICIII A1t1 16141 a 11137 CAN^A011 F111 An FA61I/0161 161331111 1f t11 611N'IAIA3071' 01 na 11110aAA Itcllil[1. DIA 1117/all 1•111r3 mufaO 1. 9U;1�_ �j I TC LL 1-5.0 PSF •ae •a TC OL 10.0 P!'IF 6C41M� 11C OL 10.6 P!>F sE1�Ri * FIC LL 11.0 F 1'OT.LEI.- -PS 36.0 PW who 110R.FAC._1.25 -_ SSPAC I IIG 2;4.0' _SCale-.25/¢t. REF 11427- 73 659 HATE _~01,/1E1/98 DRN CAM627 18IT7020 CA -ERI; PBC/CWC T SEON •- 27973 --' EiOM tic-, 0611ISH•PIiONIE IN 874 1ILO )MIJARISH T TOP CHORD 2K4 OF --L 11 BOT (ROAD bell OF -L Bl WEDS 294 DF -L Stom0llyd PLATES DESIGNED FOA: GREEN LUMBER PER ROS -91 TABLE 7.3.3. NOTE: BC CHECKED HR 1.0 PSF ADDITIONAL LIVE LOAD �- ACCORDANCE MITH TAKE 16-8-SPECIAI. U)ADS ;1994 UBC). M (V t[) o% TUGS OWG PIMPOIRCO FR(ell CODPITER INPUT CLCMS 6 IDIXEISUDUS) SLOJRII'fE0 OY TRUSS lift, COIINEC"OR PLATES MUST BI: IIISIALU O IN ACCOROVICt WITH 714E REDtIIREMENTS OF I.G.B.O. RESEMCH REPORT 02949 A191 U-5362. IN LEEII 01' RIGID SHEATHING,- TOP HEATHING,TOP CHORD TO DE BRACED IIT PROPERLY ATTACHED PURLINS £PAC3:0 FI U.00" o,C. IN ADDITION•• A RIGID VEILING OR 2111 0!1 H.F. OR UTTER CUTIRUDRIS LATTRM. ORACING SPACEO 0 72.60" 0.0.' MUST Of: PROPERLY A7TA.CHED TO 'INE 00'1704 CHORD. Ifo X4105• G� 9i X4(A2) W2. 5X-4 112.5X41 M4141(M) s'`.: ;..h�� let-o•e�.l tE2-0••0�1 a'k•t. 12-0-0- 20-0024-0-0 —,, -- 241-0-0Over 2 Supports— ---= �-.�� x�, •.' 0-1168 W-3. s" 8-960 W-3.5. 1_ve TPI-9!iR�— `---des��n I.riterla: YPI-9!i STD' q� y ywurw• 241114343 not 14rttululHo'. sAkI14, a1)OHt, 44Aau—uMua — CALLS:jJ:ff Scale-.25 ►►aanl4coa141 4tH&. um: IV utas OMM)" 41261014.1116 MINUS "1 III= Pun: 1M Surma. 11tMMM 6E1 4.111/2" 04, Allt as, Wallall. a M"j. lm 1"11 IO14TIIi:t "IS NI M= II1NAS4 i1t®tl111R I11IMM43. 'IV COM 9lLLL LNC PI #Ml? AIIACNa ..qO TC LL TC OL 16.143 PSF 1.0. D P SF REi'_R4i:7 3:1551_ ' DATE 03/111/98 \ 1C"Mill Iff1J: 443. tTmpoot 1JJp,19. 1®f H! H(!4 11111"4 Uu A pasM1 ltI"lls All= c(llp4. •"1191!101•• 1114212143Aa/1001 tau Its/1112 In MI 42atawutorcHle4Jsa4.4314114 ta4I1S[tIHD . DO>I1A6 SC OL 30.1) PSF --�.--�_ ORN CAUS1107 5140770121 IamN n.ru lat. [MLI, AMIm of 149fDu1411 : 1214 lcallin. 04311 m, wRHu: IH:J nulls 111 r/t tHM10o Vel;tF :AAM*Llnul. casuownia. 1a ll 40411) BC LL 0.1) PSF CA --EMG POC/CNC \ _ 4p$4, 1=14111 -us 1141t1�76 e10 114142431. na4las4ae cwFaerl4 vl>t4 Jw•utu:t4t teoru;Iola a 4D5 p�alaw 4taw2 [Uni TIMIS . IM11101101 141111:11114 It 111 M INI FNTA .HO 1•ADL1 MUMII*Q ,LII 1". '1100% tDUR1XLR164I 146 NAH of 11111/1!1 AM W46 we. 311A, mwr Al 43110. &MI Canaar� III 1114 -- TOY. LO. — 3i.17SF SEgN - 2:7941 � 1 04111 If [11084. Ab 1"s 41144uitt 1441444 443 T311 1p/4F1. 141111041.91141111014 14041141: Isa at. 1011 614 el Hue qu4r.4H toalam .4cmnlBl: or •AatsscHl6 na1u141eeI In ASS 1�[Lf 111 114' OAY.p p4d•011a OIIIOJI 41111. 1041' SOl /1111lTf Iu0 IX4t Hu figL------ t OUR. FAC _P 1.2!8 — FRCHI MC --- �� t0u1a141I FOR JII ►•403411.11 VIM" JS 1111 44110CM301LIt101I no 601.Q44 Milan, /114 SPACING. 24.0' JNH/•AI 1.1111 Altc'1101 I. HLPINE EMGIf= PROD Fax:916-387-1110 Mar 19 '98 6:24 a x T N w IZ'd Zti6Z-68S WES) P. 07 r 2 a wr 1 Ia1A1.-4 a @ a'OI� Da •- bm T N f Oa P lien � NOO I� I�'I�I• i f� �.I�IwI m v r r ►•�� .'G � • ®B fri � _ w llar0 a 6 m bit b 7q IIIT�-^�TI rss C is 6 f foiol�~I�I�I�f� -;�Fg�_a_Gbg�:Laal r I I O� Pa co ® r m i$I�I�Irf'"I_I� sgg 9 ill iC w !tib (� SQY�G9F• S^^SCC � Imp-m � 1 ! 2�ea��2��QCeOx:�s��►■ivl� 1 N f ::ISSI��"�.r7.Cg7'i�aSC� G f z_. 3 M >sRr• f.. d " s •r c+ 1 rs f i�f=1�1�1�1 CQS �Frls� e•w J b a= 7 �t�� �>r�QI•• �hi N K r1! m I . a o I i `gy�+m . f 1 II Al ai I I Nola ' la 1 I� a x T N w IZ'd Zti6Z-68S WES) P. 07 r 2 a wr 1 Ia1A1.-4 o @ a'OI� Da •- bm T N f Oa P .fir I,.I_I� � NOO I� I�'I�I• i f� �.I�IwI m v r r ►•�� .'G � • ®B fri � _ ��INf�i:, 6I"ia'� a 6 m � b 7q IIIT�-^�TI rss C is 6 f foiol�~I�I�I�f� r m r m O� Pa co ® r m i$I�I�Irf'"I_I� v !tib (� Fs pa A � I�INI�I�I � 1 lNf• 1 s Q N !•1 -4 O N " s •r c+ 1 rs f i�f=1�1�1�1 J b N K r1! m o 1! a o a x T N w IZ'd Zti6Z-68S WES) P. 07 r 2 a wr 1 m a o @ a'OI� Da •- bm T N {"D A ��0D�0p Iy � NOO I� fn t7 7C N N N A Bio I� .�esm'a xC m v nry IN .'G � • ®B fri � � a m � � •ter I aQ - rss C is 6 .A-Ae�IS u4OV dEO:ZO 86-11-unc r n ippr =C m a TC @ Isa ((9 v��• - � 3 .'G � • ®B fri � � a or I~ p rss s SM -4 r m r m O� Pa co ® r m v !tib (� Fs pa A � � 1 .A-Ae�IS u4OV dEO:ZO 86-11-unc m a mmreie`w an 1= ((9 COf'1 O A Nr v .'G � • ®B fri � � �criz p rss s SM -4 Ci P O H m O� -Yarm?' eeKa« arY O !tib (� Fs pa A C a p p s Q N !•1 -4 O N " s •r c+ 1 rs Sm atm �anm y�Q eoi� J b N K r1! m o 1! a o �o Nola ' la 1 I� w I" .A-Ae�IS u4OV dEO:ZO 86-11-unc w ( q (MURISH-.PHO IE "INfBT IILDRSJMURRTS"'% ;,T1 CANT CONN) TOP C1100#11445 OF�LI+ 1, BOT •CHORD PltAWD -' #2"! - NEBSF2ia',VF- i Stendb�d' PLATiS*DES 140 FOR-'6REEN�LUNBER'IPER!RDS=91-TABLE 7.3.3. 00 i - CONNECTOR•,PL.ITES MUST BEINSTALL'ED•AN.ACCORDANCE WITH THE REQUIREMENTSiOF I:. C. .D: RESEARCH"`REPORT $2949 AND ER -5352. (N THIS R F. TRUS is DE, EDJO SUPPORT AN ADDITIONAL L ,70r•IHE BOTTOMOCHORD: 04 in (If)}TH;T,S�PsO TI01('O BOTTOM'�CR�RQ:MAY, BE EXPOSED TO WIND iw9ESSUREQTRUSS OESIGHED IN4ACCOROANCE KITH UBC-94eQ. FORT7SIR P9;J, POSUREIB. 0'70'15' ABOVE GROUND HEIGHT. rn Kim W3X60 THIS DYO PR[PARED FROM COHPBTER INPUT (LOADS R DINERSIOBS) SUBMITTED BY TRUSS MFR. THIS DESIGN TO BE USED NIT11-08YRALL OR OTHER FLEXIBLE CEILING ONLY. 00 NOT USE WITH PLASTER CEILING. THIS TRUSS,P134ESIGN£DJO BEAT AT SPECIFIC LOCATIONS. PARACUUIR-"CARE"IS'AOV•ISEOTOUeING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' O.C. IN ADDITION. A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 7Y.OD" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X4- W2.5X4 (A1) : 12-03 1 WAV I 15-0-0 _I 30-0-0 Over 2 Supports R-1542 W-3.5' • R-874 W-3.5' �. Fit Oi.. 8/1iE 200,` VUUU4t$3119). IN SAFETY FUnI(ES PA141 TO 1100. law OTHtl M IOiam. TOP no" 41AL1'UVE PAOHALT ATTAm is41 CNDU $9iu11AT2 A MPMV AMUND eng MUSS. IN A con Of .11133 MISS To 1H1 [IRMLNI08 C01Tt U'- urge [3118311 a?, U kn"U]Ul F01 "V KATION FAU MS *DIU; *AU ►A1LO41 t0 0WORS"t9 1371 TP39 U FASUana.. wit ISO. swrPlea iNSULLIIO W ll3s 13141 tauFauu tnlr AroucutE rpTtslass or. us, QYLg" =60 U-61 TV[aulw ►01tST Mo DAVIS.ASSICtutat) AIM TEE. ALPINE I sag Asn AW no Eur. 3M. Iant a 80T41.• urLT UNNECTORS TO im San$ CTUMS1'LOCATEI OE TAI$ 018141; POSITI41 00NATCT041 PEA 112 uu a n3$ 41NR10 n01TAtLs AOCEPTAtCt 0 Pt0►Eu1oj0 elan 11iTSO f ru JU 18936 CWWOEEHT 0I31id 3100. 111 WIFA93LITO AND USE OP THIS mcaus t01LOINS IS,1U9 4139USIAILITT D 191 $9110110 DISION[A. FQ �l -0-0-0 GAI-111-I-I-Ir TC LL 16.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LO. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0' 0875° Ft. ffl�07-39553 UATEN 03118/98 D CAM427 98077016 CA -ENS PBC/CWC SEAN - 27951 FRON MC J< - r* TtORIi 1tO1ul CITIM an 1f PAPUan11, U=taa, s1 IRS. 11STALLOa AW rpT6,60.11 PMLtat•IBT"Ll" no IIACUM..PULL11010 IT TPI (Vim PLATE TC LL 16.0 PSF REF R427--39554 - IN 8TR BLDRS HURRISN - T6 CANT CDMN) THIS DWe PREPARED FROH COMPUTER IAPDT (LOADS i DIHEBSI08S) SUBHITTED BY TRUSS MFR, • g (MIBtISH-PHONE DRW, CAUS9427 98077028 Uas Ion® can !tido me A PIUICLT A1raw t1a1 MUNI. •-+Itusls" & CM Cc all MUM To T11 hlTmalol ofau e. UPI" Mumu DF -L'#1 .(Aj 1X4'43�HEHwFIR;;ORgBETTER CONTINUOUS LATERAL BRACING TO t SIALL°NOT a t[3►PWaLt ru,NT 09[X77011 Ro11 THIS 0111011 ANY 1AIWtt To Quota Coulasuu WITH IP1Vn rustuatla.11A1DL111. Sa1P►t11, Tlssuuia Me TOP CHORD 20 �BE'EQUALLY SPACED:;. -ATTACH WITH (2) 8d HAILS. BRACING CA -ENG PBC JCWC BOT CHORD 2x4 DF -L $1 MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TOT. LD. 36.0 PSF WEBS 20 DF=L Standard SUITABLE SUPPORT BY ERECTION CONTRACTOR. PLA -ES DESIGNED FOR GREER•LUMBER PER'NDS-91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER-53fi2. R SDL6T rot 711 TIRS COTJ4111T I1st61 UP& Ta SUITAOILITT AMD Ust Or Too cawriunow II[uuo.Is TIt 1ESP41fs11IUTT Or In 6910111 IESIGDt1. ►n F410 PSFtADDITIONAL',`LIVE LOO SPACING 24.0' a- NOTE: 8C CHECKED ACCORDANCE itITH TABLE 16 B -SPECIAL LOADS (1994 UBC). THIS' ,,TRUSS 4S DESIGNEO TO BEAR AT SPECIFIC LOCATIONS. PARTICULAR#CAREJIS ADVISED DURING INSTALLATION TO ENSURE (y)�HDRTION OF'.BQTTON'CHORO MAY BE -EXPOSED TO WIND THAT THIS TRUSS IS ERECTED PROPERLY. DO NOT REVERSE. L-RRESSURE. TRUSSNDESIGNEO IN 5ACCORDAHCE`WITH UBC-94ed. -',MOVE GROUND HEIGHT, )N LIEU OF RIGID SHEATHING: IDR 15 MPH. E%POSURE B. 0 TO 16 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED (yjHLS�AREA OF TRUSS IS DESIGNED TO SUPPORT AN ADDITIONAL 4t 24.00" c.c. IN ADDITION. A RIGID CEILING OR 2x4 $3 H.F. 0 72.00' o.e. --a)tPLF°TO THE BOTTOM CHORD. OR BETTER CONTINUOUS LATERAL BRACING SPACED MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. rn E VSX6 fg W2.5X4 a 413X4 s W4X4 (R) AV 4r � --, 4 (A)�� W2.514 (Al) m s« . 8-0-0 W1.5X4 W W3X8- WSX4= r W. j(A2) $ W3X6- W2X4 D L� 16-4-8 I 16-4-8-- 32-9-0 Over 2 Supports R-992 W-3.5 R-1622 W-3.5' 111 stctta r. a Desi n Criteria: TPI -95 STD CA 1 kale .1875' Ft. TtORIi 1tO1ul CITIM an 1f PAPUan11, U=taa, s1 IRS. 11STALLOa AW rpT6,60.11 PMLtat•IBT"Ll" no IIACUM..PULL11010 IT TPI (Vim PLATE TC LL 16.0 PSF REF R427--39554 DATE 03 J18%98 N7It0'4Or10OR., stlRrn.'wuu, a pr1p. PON WETT PtlCT1Cls Pact To IM ram4n. raut onmost micas. To► am sett a ll Plum, AnAck" • g TC DL 10.0 PSF DRW, CAUS9427 98077028 Uas Ion® can !tido me A PIUICLT A1raw t1a1 MUNI. •-+Itusls" & CM Cc all MUM To T11 hlTmalol ofau e. UPI" Mumu BC DL 10.0 PSF t SIALL°NOT a t[3►PWaLt ru,NT 09[X77011 Ro11 THIS 0111011 ANY 1AIWtt To Quota Coulasuu WITH IP1Vn rustuatla.11A1DL111. Sa1P►t11, Tlssuuia Me BC LL 0.0 PSF CA -ENG PBC JCWC tam. lot ocau cousin Tits Aa111CAslt unis1ou 0►.116 (11Ttomi. [Kum 1 /rrLt:a.NON Ttu -AOT At 1 AID TPP. tofu¢ sna; taut is ro�[to. unT colltcTots To 9711t. TOT. LD. 36.0 PSF SEAN - 27957 o1U 13 U4 [t Nwot ar.:o/n asn acts ali IALr. TONS. A" warn Oman uCATIO in t1us at Nal. Post Viol ODINECTIIS Pn 1, ttATls )=OUNCE 0! t"FUS10MAL liMIN[DtNa A -Z.' TOM SEA 11 MS 40111131t1D OUR .FAC. 1.25 FROM HC R SDL6T rot 711 TIRS COTJ4111T I1st61 UP& Ta SUITAOILITT AMD Ust Or Too cawriunow II[uuo.Is TIt 1ESP41fs11IUTT Or In 6910111 IESIGDt1. ►n SPACING 24.0' 111 stctta r. a �v 7Z' 4r IL Ot F. Ic n Cs' 1, al (MURISN-PHONE Id BTR BLQRS/NURRISN i7 CA11T COM)vagS OMG PREPARED FROM'COYPOIER lWlJT (LOADS S DINERSIOIS) SOBRITTEO DY TRUSS MR (4) IX4 D3 REM -FIR OR BETTER 40111IB000S LATERAL BRACIIIG TO cNJ TOP CHORD 2x4 DF -L 01 BOT CHORD 2x4 OF•L 01 BE EQUALLY SPACED, ATTACH WITH (2) 84 NAILS. BRACING a CL: a. MEB5 2x4 OF -1 5tendord MATERIAL TO BE SUPPLIED AND ATTACHED -AT BOTN ENDS TO SUITABLE SUPPORT 6V ERECTION CONTRACTOR. PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3, CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREM.ENTS OF i.C.B.O. RESEARCH REPORT #2949 ANO ER -5352. (H)TRIS AREA OF TRUSS 15 BESIGNED TO SUPPORT AN ADDITIONAL 8 PLF TO THE BOTTON CHORD- (W)THIS PORTION OF BOTTOM CHORO HAY 6E EXPOSED TO WINO PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC -9464. FOR 75 MPH, EXPOSURE B. 0 TO L5• ABOVE GROUND HEIGHT. M2.5X4 4 r W2.5X4 it ' bt4X4 (A2) TITS TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIONS. PIRTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE TiAT THIS TRUSS IS ERECTED PROPERLY. Ott NOT REVERSE, ME- BC CHECKED FOR L0 PSF AODITIONAI LIVE LOAD A:CORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). 14 LIEU OF RIGID SHEATHING: 70 SPAED 0 24.00' Oo.C.0 TO �INADOITIBN. A RIGID ACEILING OR 2x4TTACHEV 5@3 HCF. Ot BETTER CONTINUOUS LATERAL BRACIWB SPACED EO 72.00' 0.c. MJST BE PROPERLY ATTACHED TO IHE BOTTOM CHORD. W5X6 W�xa� 4 114X4 (R) R (�) K3X8a WiX4- 2X4 I N3X6- T-7 W2.50(Al) - 4`0`0 �)6-0-0---0' 16 l 8 S 16-4-8 32-9-0 Over 2 Supports �I R-889 W-3.5° R-1627 W-3.5' L.7iJTM bILDNO DEPARTME IF "IRfRI1R^ .u......w...... MUN. ■ICI TI nl•ri VIA1Kl1: s1gTAttW Aq ItAC[R61. FM[SIW tit nl CTSI IISTtTon, U3 I'0 I'M M.. SIIIE 06, Imsm IA u7m, FOR UNIT "AcrIM Rtol TO f1eK�1p Tom IAKU Mries My Out, MLL W! A rwttIt4�11 tt1K= IiitO CCICUR6.mg rM71111.1 i1T1117t0 .ff0&TAR" mn91 A CtPT Q TVI: K3tM yo Vn 3nrAL ATIM CMRA2ta. ALItu tlEllmtC tTo MlIP f11I RIKIET ICM t ro�t� f PE �� "t. CR rAlt74PCIt AIR lRE9 tin =IS nitl% ARI XMILIN. 11"PIMG. 11a1dAU16 o ~Stc9tjt(AnttD11W FIDLiSM IT II 0MCaN FttFOWWW An paPu AisOWTI m W roti. Ri IN 01 443 ColigISS PAC IAIt IF Eo" TSUI A6AS U40 WART. ITUL� Va" AS 007E►. AFPST COInCM; M Rote IMI IF Tion. "I MUST COMWISE towle 01 .TSIs Dili". PaulawRICTCIS IES IIANISM IW A.R. INC SIA. T09 00140% SIIICATCS Ac"Frat1 Or /1CFESUOI.0 CIS1AtC111t SKILt IN THE CCIt1NEITIt1U1 Ally AITICMAm ICIl10M SSS T�MC3ftnIE7013960 1l1TT OF I" 10th[ OCCEs CIN?lr ASOIA, KI 'NIS 111111101 I.11DI St6TICI C. tGm__IILIJ"l'gTi TC LL 16.0 PSF TC OL . 10.0 PSF BC DL 10.0 PSF BC LL O.0 PSF TOT.LD. 36.0 PSF OUR . FAIC . 1.25 SPACING 24.0" .k 9F 1 REF R427--39555 GATE 03/18/98 DRW CINS14Y7 M77a CA -ENG PBC/CWC SEQN - 27962 FROM MC (HURISH-PHONE IN BTR BLOBS HURRISN - Tiz atuD wrIK' TOP'CHOIRD 2x4 OF -L #1 BOT CHORD 2x4'OF'L #1 WEBS -.2x4 OF -L Standard s PLATES DESIGNED FOR.GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE:'BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). W4X4 THIS.DWO PREPARED FROM WINTER INPUT (LOADS ! DIMENSIONS) SOBMITTEO Of 7RUSS NFA. (A) 1X4 #3 HER -FIR -OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR - CONNECTOR PLATES MUST BE INSTALLED IH ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH,REPORT #2949 AND ER -5352•,-' IN LIEU OF RIGID SHEATHING_: TOP CHORD TO BE BRACED BY PROP-ERLY,ATTACHED PURLINS SPACED E3 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2x4 13•H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED a 72.00° o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD- W40 - 113X4 = W2.5X4 as —, 4 W4X4 ft b11.5X4 IR T 2-3-15 48-6-6 16-4-8 1 10-4-8 J L 26-9-0 Over 2 Supports W-3.5' ;'1~1� • N-3;5°_ R-952 ���� R-974 ave TPI -95 Design Criteria; TPI -95 pITltIK tAtE !• fA9tItATICR. IIAt0UE0• SftiP1 EQ. [OAAtt[Af AN STD •TC LL 16.0 PSF RM**1427-=39556 WIl6i"• TLKtif KW1tE 11KItf. UM to am) l Mmun In puCnq. tlDtitl[/ n fl1 IttDss rtAtt w o•umflo M. smn zao. twtsa. u $1119)• JOR SLWT tAACntts "In To 98 TC DL 10.0 PSF :OATS. ti; 03J18/.98; nsnTllTE. PttFOW 11[f! fTatTtas. Dates atttt�ast 1tt am. 1N cAw wLC fATE t%0fM1 AITACatD tlagnVAt tA=. mloa t10t0 VAAL LATE A / UMI ATTACM R1030 GELl3f. OtstOO TO TK 11ttALLATIO• WenAETot. AMU EKIREKO g' -. r , BC OL 10.0 PSF. . QR}i;CAUSR42F^9807701!' \ �Ig1OTART" TOIE7n A W►T Of TEtt n o=$. 1rc. SAUL "T 1E t E tot Alt: IE1<4ttOR/AQIT1Tt.tEttft: AIT PAS%hutaK n TOL: OE FA(I10AnRk woL1N.' nINlltl, IIfTALL1O6 AAD BC LL 0.0 PSF CA-ENGtPBCJCWC ttpl0 Tt[ T$1ssn n COIgO XUU M[11l Euaao a tAtABt. nor OWN cafalas Inn nntunf no..clots n Roc outing otstat sAEnnanoa HILtus n TAE AwK0 RK" no run At1oC1Ans4u c9). WtK Via_ TOT. LD. 36:.0 PSF SE4N -.27965 tmEatTots An 11101 or tone AM wan tl140 Out. sTE0.. Ewen As t ttal ►ACC Or uss. ARD aatcs OTIDAYttE tOtATtD.oa TRtt.0lslta: ♦D11T11R CORt[CTOEL•PEt - [itYtffit 110 A•1. TRE srott as THIS, 11 tIIDEg1Es.AOftY1AR0[ Of PtDftsslORAI ERanEEt1AO C DUB. FAC : FASN s101uTT XMT POA 11R Tk= COtTotlt1 0E110R.3 11. - "E n1TANUFFf AIM OSE aP TRI: SPACING EOl00tRtT ►0I AV ntT1C14AR {01tDEAit is TIE 1[SPORs_iln1TTm TU Onullo OMSK". Pn A111/1111.1/9tfEC1I0Rt.-, ._. (HURISH-PHONE IN BTR BL.DRS MURRISH - T13 STUB COM ToOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #I WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. NOTE: Be CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD. ACCORDANCE WITH TABLE 16-0-SP£CIAL LOADS (1994 UBC). ifIS'DMO PREPARED FROM COMPUTER tRPUT (LOADS I DIMENSIONS) SUSNITTED BY TRUSS NFR- ( (A)•.IX4.3 HEM=FIR OR BETTER BE-EOUALLY SPACED. ATTACK WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949 AND ER -6362. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @! 24.00" D.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 M. F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 12.00' D.c- MUST BE PROPERLY ATTACHED TO 1HE B07TON CHORD. W4X4 - W2.5X4 ft Oft I UI T�3 T 2-3-15 -0-0 4_2-0.o31 10-4-8 _I 16-4-8 � _J 26-9-0 Over 2 Supperts i R-94711, R-1083 TPI - Design Criteria: trA-: TSOR[T 25131[ [Ium CAd tr Fm'"T101, BAIDLI10. S13PP01O. 114TALLINI AND "Flt TR Btf-91 (IrM"ID [RTTALLIRS AND 12ACiI"'- MA91ES" 2T T►I (TRUSS FUR[ 60 1'1Ro%t0 01.. $OITE too. 0I01361. 19 5331/). FOR SA[tST PAACTICL9 PRICA TO THESE FWCTIORS. INKS$ 0tRp91St pDtCATIO. TOF CIDRO SML rAVt PROPntT ATTAK[o IAIM, toTT11t Coon SMALL NAPE A MOPEALT ATTACOLO 23131 CERIBS. w rMto A COPi or THIS otS11R TO TNK •IRST)jtATIOR Cog2ACTOE. ALFIIIE DII[N/UIIO moues, IN NOT it otwoot Rm inta fttitt U UN FAWCATIM IRKMObVIATION IM TSCS SMP3nUISIIII �uTuii DCAID Tt1SSf1. =IS KSIN CONFOARS NtTN AP►LICUM PRDPISIONI OF IMS MAI CIA �Stq to nILIsno $11111 Am1Cu FORM AM PAM ASSOCIATION) A0. TPILPINE of put Of lou ASAI IssS 040 CALL STM._rtt[DT AS NM. APPLE CONNECTURS it IF TFTSS, Rio r3lESS O1BRRtst LouTto OR IRIS OR71S. Posulas toutCTOSS PER f2 A.J. TFt S(IS OS TN1f DIININD TADI"In AC IANCt of PWISSSOHAL ENOIAHRIRI FDATAsTP)ArICatlit IMIL03HO Is taatTR[31oo12 of TIO: SO[LNuR 0131�ALI EFin Ills -3919 StCTIGE 2. - 46 �. IT TQC OL 10.0 PSF 8C OL 10.0 PSF BC LL 0.0 PSF • DATE . 031 DRIB 41ISt427.; CA-ENGPBC TOT.LD.36.0 PSF %SEM. ,--2791 DUR:FAC. 1.25 FROM.`MC SPACING 24.0" 8 f(MURISH-!'HONE IN BTR BLORSfP1URRISH - T15 ?OP CHORD 2x4 DF -L #I BOT CHORD 2x4 OF -L JI WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LITE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS ;1994 UBC). PL W4X4- 02) S TNtS DWO PREPARED FRON COMPUTER INPUT (MOS S 01MEBSIONS) SU611ITTB0 SY TRUSS HFA, CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949 AND ER -6362. IN LIEU OF RIGID SHEATHING: TOP CHORO TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 f3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 12.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WI.SX4 0 --, 4 T>> -*a- 0-0 iE2-o-o=a} lEt-o-OSI 12-0-0 24-0-0 over 2 Supports I vN R-968 W-3.5° R-968 U-3.5°� TTF BUILI)NG DE Ft. C - 1 ca% -. 5' UC ave TPI -95 Del n Criteria: TPI -95 R ml -Ria.. H=fs i[OOI[E Urem Cm IN FAIRICAT[/N. YAEDLl1t, LVflAii, OSfALlla1 AND ORIONOAT: 111`11 TO 11/.SI NANOLIII IRMLLINS AGO U&CIRS1. nntlfato 1Y TP[ fiTo STO . L 16.0 PSF REF R427-.-39551 - 03/18/98 IIACtn. CE$%IR an 1-010e10 DR. wnt soo. RADuea. n alts]. Aa.sucTr PRlatcts ATTACftO '98 TC OL 10.0 PSF DATE plsrnott, 1RI1Y1ItOICATD, TIP CRORD Sa4lL RLYC P10P[RLT FE1tCdfIlN1 TNCSE FODCTIONS, ORIESS 101111111— S116CfUtAt YAREtf, iGTnI CKMD SHALL RATE A PROPERLY ATTACtta RIGID Cnun ries /EstoR ro tat IRSTAIAAttoR ceRRlulG1.4111iE E101R[tiEO S BC DL 10..0 PSF �. .ORM. uuSe42i 4so��old ••IRPw1TAnT•• tueltstt R aN o► rialucrs, INC. fNALL Al T Of ISLE tat AVU OEYIATIU"MTRISOMCN1 An PARUit m ti iflL aR tARIftAT111. s11iDUM:-S81Pft110, IifTulGla IIRa 63p�O1`r' * .' BC LL 0.0 PSF CA'EHG:PBC/CWC io', TRE Ikosm It consm it: 111 IiALIgO Oi 1ROfStf. T11S Dtf101 CONFoM Y[iR APRUCAILE PIDYItIO6 OT NDS (lATIO1u OfSICR 111 AR[IICAq f0alST p0 PULt.AStOCI1IT10i) AID TPf. AU[NE n A n h .. i TOT. LD 36.,0 PSF -� ���SEQN �-'-,2794'1 SPIC/rICA1t0i PD1LI31It1 IT ED LOS Af AEE NIDE a1 1101 Af57 Ot10 GIRT• Sttn:`cfcttT At WED. � APPLY CMMCSORS TO rACE or Tasss. An rltBt O1q[tiISE LDCAnO OLT1It IESI®[, roftTlOa COMNCCTOIS 111 C . OUR. FAC. I.25. FROM' MC PtodU0lt, A 95628 ERCT DRAYINIS Ito A-E. Tit i[AL oa.T1IS DRARIRO.IIDICaT[f4CtlPrlatCt 0► ►AOrESS[o1AL ENQIR[ENSE6 RISPORSIBILITT SOlilr rot IK INUSS CDNroniff Dula sifit. , Tat SOJUSILITI AND Uft.GF Taff COaTO1INT FOS ANT PurICDLLi IOIL01g0 1S INS tl3f0iS11111TY of Tri] tDl101gl DESIGNER. PER ANSIT1f1 1.1116 SEgtOi t. _ SPACING. 24.0' - - . J COUNT?. GF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: BETTER BUILDERS ADDRESS: 5263 ROYAL OAKS DR. CITY & STATE: OROVILLE, CA 95966 DATE OF CLAIM: 4/27/98 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOOns nn SFavirFc IMPORTANT. - SEE INSTRUCTIONS nKi orf%I M_ .. DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT ICLERICAL-ERR'OR = OVER PAID FEES. '(A.P'. #031=282-047, B.P. #98-0492, OWNER:RECEIPT #236278, DATED 3/26/98, —TOTAL AMOUNT PAID -- TOTAL AMOUNT RETAINED....... . .. .; ...... ...., 2885.98 TOTAL AMOUNT OVER—PAID................. ........ .........$ 363.37 " TOTAL $363. 137 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. n r / Dated thisn _day of 19 l8, at R r ff a Calif. LJ Signature of Claimant 1, the undersigned, hereby certify that, to the best of my knowledge, the services or arti specified above a be n performed or delivered and that there is a Budget Appropriation [ I or Specific Board Approval [ I (Check one) for e Dated this 27TH day of APRIL 19 98 at OROVILLE Calif. D tPariment Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FPk M CONSTRUCTION PERMITS FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Exp. Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. - GROSS AMT. FOR BUILDING DIVISION USE: � a � Receipt Information - Number: Date - Issued To: Amount Fees Retained: 14�' Lc, c_�)'�L-'T L • J `J - PPAJ Processing Fee: $ l�Oj Bldg Filing Fee: $ ez fix' pn Plbg Filing Fee: Elec Filing Fee: $ Mech Filing Fee: Energy P/C Fee: Plan Check Fee: Inspection Fee: SRA Fee: Total Amount Retained TOTAL REFUND DUE $ S REFUND CLAIM APPLICATION CLAIMANT'S NAME S �W,Zfd //F� �� g is �ays7 MAILING ADDRESS 't We �o2C3 Gal ,y,.W/ ASSESSOR PARCEL #: 0'7r/2 RECEIPT NUMBER(S) Request refund of fees paid on the above receipt number s) for the following reasons: r- 1 / Please refund any applicable fees in the following categories: (Check those categories'': which you wish to have refunded.) (x) Building Permit Fees (PO Py "a ( ( ) Sheriff Fees ( ) SRA Fees (CDF Fire Planning) ( ) Urban Area Fees Disposition of Plans: ( ) Plans returned to me at counter ( ) Please mail plans to me at above address. ( ) Please dispose of plans. SIGNATURE DATE � lL. �r PLEASE DATE AND SIGN THE ATTACHED COUNTY'OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. 3A19d �S5_ COUNTY OF BUTTE - DEPARTMENT Ol< QEVI,LOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) A P P LICATI O N AND PERMIT ASSESSORPARCEL NUMBERD^ `0 ZONING O\/ BUILDING PERMIT OWNER TE LeP E "a`,rT. OCC. BUILDING VALUATION OWNERS "UNG AD KESS, `T/J// ? _ i7 C RAC R'9 NAM TELEPHONE IJ CONTRACTORS MAW ADDRESS CONSTRUCTION LENDER Fireplace 9 ^� LENDER'S AWUNG ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Fee 20.00 -Filing _ Pefmlt Fee 50 S ARCHITECT OR ENGWEERS MAILING ADDRESS Plan Checking Energy Plan Checking Fee S F 0_�r BUILDING ADDRESS ammo 4rW! PERMIT FEE t �o S LOT N? SUBDNISpNSNAME PARC I PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 Solar or heat pump water heater 23.00 SF g Duplex ❑ Mobilehome ❑ Other Water piping 15.00 13 -OD SPECIFY Each as water heater or vent 15.00 iS•L-D TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Gas i in stem 1 - 5 outlets 15.00 /S•-� Buildin sewer 15.00 eQ Describe Work: Mobile Home I S I G I W (920.00 PERMIT FEE E 1961-* ELECTRICAL PERMIT Filing Fee 20.00 Main Service zow OR 600V F1 LESS 23.00 (� LICENSED CONTRACTOR'S DECLARATION I hereby'affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION Main Service 200A TO I000A 46.00 NEW CONST. DWELIJNO OCCUP. OR ADONS. ( a ACC..0cc SO 3.50x' =RES,p MULTI- OUTLET @7.5C POWER APPARATUS 8 SINGLE OUTLET CIA. It �'' •�`' , Ex. Occup. OUTLET OR FDTTURES BAS ®I:5 Ex. Occup. ouTtEEDrsA pEM.o� 5.00 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: Temporary Service 23.00 ❑ 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. Mobile Home Facilities 20.00 Misc. Wiring 23.00 ❑ 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 PERMIT FEE S WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Fling Fee 20.00 1 hereby affirm under penalty of perjury one of the following declarations: Heating ❑ 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. Cooling$ (� Hood 6.50 Ventilation ❑ 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 PERMIT FES S 9-(p, S Policy Number Mobile Home Installation Few S (The above sections need not be completed 0 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 Energy Inspection E 3 . coNs Tr FEE 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 HA D. FEES IMP FLOOD coF PARC PD HD ISSUE workers' compensation provisions of section 3700 of the Labor Code, I shall This permit is hereby issued under thea le provisions forthwith comply with those provisions. of the Butte County Code and/or Resolutions to do work X Date indicated above for which fees have been paid. Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60' deep and demolition or construction of structures over 3 stories in height. By PERMIT EXPIRES-ON-- XPIRESON-- Date ReceiptNo. WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR . GOLDEN ROD -AP PLICANT WHITE-D.D.S.-B.O. Date