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065-540-010
fy GARAGE CONVERTED To SF /9 6/18/97 065-54 -0* olo;':i TIM�ELLOWAY X 4 0,6Coutolenc'-'Road-,Magali' aSI '099L02 io �;occupancy a I '91-1011, as 62B .......... E ELLOWAY,i TiTim7 , -8 58- A v e/s, Coutolenc Rd, atnters w/Lii' cia, 3 -A OWA%Rd, Ma ,BLLV, Timothyl-� A a j�nc.Rd, -Maga l Couto tree -farm, orchard equl�menttr"actor I ,garag ;y;;93 3413A V= % o T LNdAy' 'JJMO'THY ENC-RD,�,M-AGAUA "w 11 1 -2762 :.COMPLETE/92 065-5470 010 f 00-1249 lELL;O WAY'OTiM'&'NANCY�. 14900 COUTOICENC DD lut lCONTjl--"4JNKN'O- W'- N NEW SINGLE FAMILY' 7�11 a I �'e (c�i u� yea er ' SPECIAL CONDITIONS CHECKED y ; / BY r• �/ SRA FLOOD CERTIFICATE`REQ: FIRE SPRINKLERS REQ. ` SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER, s ; w OFFICE COPY , Address GAS Meter By Date ELECTRIC - Date Meter By JOB FINALED (Date) - / ► Q / Signature ' 065-54-0,010 ' 00-1249 PERMIT NO. _ELLOWAY;=I-IM .&. NANCY _ n (x `�^��`�% •, 14900 COUTO.LENC RD., MAGALIA CONTR:,UNKNOWN --'1 i' NEW SINGLE FAMILY . 11-3b 1 t. o r ' SPECIAL CONDITIONS CHECKED y ; / BY r• �/ SRA FLOOD CERTIFICATE`REQ: FIRE SPRINKLERS REQ. ` SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER, s ; w OFFICE COPY , Address GAS Meter By Date ELECTRIC - Date Meter By JOB FINALED (Date) - / ► Q / Signature COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev.12/96)S APPLICATION AND PERMIT�"'�''� ASSESSOR PARCELNUMBER 065-548-010 zONING� BUILDING PERMIT OWNER TIM AND NANCY ELLOWAY TELEPHONE 873-2439 SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 5428 DRYWAY PARADISE 95960 • 00 3450186,300.00 CONTRACTOR'S NAME TELEPHONE • 937 16,866,.00 CONTRACTORS MAILING ADDRESS �-,p�U 4CONS348 Ld"J 906264-.-00--- CONSTRUCTION TRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ .� ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1070.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 695.50 BUILDING ADDRESS 14900 COITI,OLENC RD MAGALIA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1808.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 6: Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1) 7.00 L12.00 Solar or heat pump water heater 23.00 Water piping 15.00 x� Each as water heater or vent 15.00 15.00 TYPE OF WORK New [2 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑Buildin Describe Work: Gas piping system 1 - 5 outlets 15.00 15.00 sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 192.00 ELECTRICAL PERMIT I Filing Feel 20.00 vRLEssMain Service 200A OR LESS 2 23.00 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 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 r\ to construct the project. ❑ 1ram exempt under Sec. Business and Professions Code for this Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 6 ACC. BlDB. 7 5 3.50S`? 165.7: Zr.R6ID." MULTI -OUTLET @7,50 POWER APPARATUS d SINGLE OUTLET CIR. EX. Occup. OUTLET ORFO(TUREs BAL@':50 Ex. Occup. oFIxLInEED�A a ) E 5.00 A Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 208.73 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 20.00 Cooling Hood 6.50 6. s1 Ventilation PERMIT FEE $ R Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ,. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that if I should become subject to the rkers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. `_ X Date �►71[ 1 , 2 c u Signature of App (cant - O ner ❑ Contractor ❑ Agent r. An OSHA permit is requiredfor/ excavations over 5'0" deep and demolition,or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ 46.00 occ I R3/1D CONST. TYPE TOTAL FEE $ VN 234n. 7.q FF- IM% ✓ FLOOD A DF ( pARC0. r PD D 7Ecompensation 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. �7w/vtlz_ By . Date PERMIT EXPIRES ON Date Receipt No. 294334J$855.65 WHITE-D.D.S.-B.D. CANARY -ASSESSOR /P NK -INSPECTOR 'GOLDENROD -APPLICANT 1471-777 717 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 1_ C70 -1 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 Date L Zl ' y Inspector REV 10/92 t COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE At�� y a) /Zy� 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 Inspector r REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main St -bet • Chie'o CA • (530) 891-2751 7 County Centgi Qrive *`Oroville, CA • (530) 538-7541 CORRECTION NOTICE LZ C a w -cy' 00-1,7 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 his office immediately. �. 1/101116" NA- lMM A nj U 04 .m Ln, _t e//yte c' 6Gv d (,- 'l/V1 12C AIvf �av/h/•' 1L/�4ti 6d14111 61K S'T vC� C Y vt, d �5a Date 9 / y"' O / Inspector REV 10/92 t e COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530),,891-2751 7 County Center Drive Oroville, CA • (630)538-7541 CORRECTION NOTICE eR S41- OWNER—M" PERMIT NO. YT A routine inspection indicates that the following violations of buttelcounly 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. bz y -1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES' 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE zzow��-�a�f� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above addreygand should be corrected:.- Please notice this office when correction of work is completed. f you have any questions pertaining to this matter, or need additional explanation, pleaseact this office immediately. co viab- hJU-', 0)( W 1 cl, } `TGr ho�/l S wc oval- � Ufa /�/��'c� /4/ � COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA * (530) 891-2751 7 County Center Drive e broville, CA * (530) 538-7541 CORRECTION NOTICE /-- /� —/�?L el 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 contq�cf this office immediately. 0 �""e 41 Y 4- e inspector ejz--f:5L0Z4 /5 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530)'538-7541 CORRECTION NOTICE OWNER A routine inspection idicates 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 !/�/ Inspector - e REV 10/92 J = OK 0 = Not OK - = Not Applicable = Not Ready. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG Carports; Windows -Doors ' 7. Well Clearance 8 Disconnect Electric 8. Utility Clearance Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. 5. Drain; MH Test -Fall -Flex Connector 2. 6. Water; MH Test -Regulator -Connector 3. 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. 8. Gas and Electricity Tagged 5. 9. Tie Downs -Type -Installation Cert. 6. 10. Exits; Insp.-Sketch 7. 11. Cert. of Occupancy 8. 12. Permanent Foundation Only; License Decal 9. Health Department Approval Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date Light Niche Card B-1 Date Card B-1 ,0 MISCELLANEOUS , Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s ( 1. Zoning Requirements -Setbacks -Easements Y 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors ' 7. Electric r 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI r 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓=jMK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date derfloor (Plans) OK except #'s mg -Setbacks -Ease mems- Flood- Slope Main; Soils-Elec. Grnd.-/ /" Ftg. Depth F arage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth Ft orches & Decks; Soils -Steel-/ /" Fig. Depth Ste IIs,Main; Steel-Blockouts-Wrapped galls, Garage; Steel-Blockouts-Wrapped ^, Hold `ns and Special Anchors lab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer st 10. UF, Gas Pipe; Size Anchors - Yard G iping; T / 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date LUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle t-IX—ter Pipe; Test & Anchor -Nail Protection (I-j&W D.W.V.; Test Fittings & Anchor -Nail Protection 91- S ower Pan; Test, First Floor -Tub Access T Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date.,2- (1/ Card B-1 , Date Card B-1 Date Card B-1 Date Card B-1 Date EJ.ECTRICAL (Permit) OK except #'s ta-"Fixture & Transformer Clearance -Ins. Protection 5 le eceptacles Spacing -Lights & Switches at Doors i oxes & No. of Conductors Stapled 2 . omex In se to Edge of Studs & C.J. 27. Equi .Groundp w/Mech Fasteners -Bond Gas &Water fiance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size / / ga. r AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga CC or AI -Oven Circ. / / ga Cu or At Insulated Neutral Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32 quip. Clearances Panels-Motors-Mech. Equip. 33. lothes Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 E Date Card B-1 Date MEfyHANICAL (Permit) OK except #'s C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Co densate Drain & Overflow, Size & Grade aae-furnace-vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Da'2-13- U1 Card B-1 :tXDate Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4 its Proper Materials & Anchors 4 Is Studs -Nailing Spacing & Braces -Plates -Sound Be ails over Girders & Floor Nailing 3. Dr Walls (rat proof) 4. Fir -Stairs-Chasers-Tubs 4 . eaders & Beams -Size & Bearing jingle & Duplex) .' b Date FRAMING (Continued) a gers-Post Caps -Anchors -Connectors ling. Joist-Rttr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 4 ireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Atti ccess; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions 5 Ga Agotire Protection Framing S2 rty Line Firewall & Openings Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 4 St ' s; Width- Headroom- Rise- Run- Landin -Fire Protection Plywo don Roof Overhang -Attic Vents -Rafter Outriggers 5 . mg -Nailing Veneer tuc esh-Drip Screed -Fd. Vents-Underflr. Access I mg Area -Glass Protection -Skylights -Plastic 10 /S 9hear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 44 Date 1,�:-A-C& Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s xt. Steps -Door & Sidelight Protection -Landings moke Detector Furnace Vents -clearance -Comb, Air -Connector - Garage; Above Floor -Du fs-Mech. Protection edroom Exiting V. I. & Bath Fixtures & Tub Access -Spa c:'Trim & Subpanel, Breaker Sizes & Labels irs & Rails F' place or Stove, Clearance -Hearth c. Outlets at Wood Panel, Int. & Ext. Nrdizit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance c. Outlets & Receptacles at Kit. Counter Gara a Fire Door; Swing -Landing -Closure -9e.-A,e Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. ,fin Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location N.le . Receptacles in Garage (F.F.I.)-Romex Protection I ulation-Foam-Looked in Attic (EWGuard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floqf Q Yes Qg 82. Following IInstl rive ❑ Yes No/Walks ❑ Yes Q No/Planters Q Yes p No PoW86tstucco Bkwsn-Finish 4VI A.C. Unit Disconnect, Electrical -Plumbing bg/vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 6. ter Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground 1811f.Aeptilation Throughout House W. Corrqctio4from Previous Inspections CL tr t 91. s T -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Address Posted Date ,�` Card B-1 ( , Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: LOERKE INSULATION CO., INC. INSULATION CERTIFICATE . .......... 14900 Coutelenc Rd. Magalia Number and'_Str&6t )ESCRIPTION OF INSTALLATION I. ROOF Material Brand Name .Thickness (inches)... . ...... Thermal Resistance (R -Value)...... - CEILING Batt or Blanket Type_. Fiberglass Batts_.._... Brand Name .........Johns. Manville.. Thickness (inches). 15.75" Thermal Resistance (R -Value) R49 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft Minimum Thickness.. . ...... inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material . Fiberglass Bafts....,... Thickness (inchesy.. 5.5" t. RAISED FLOOR Material .._Fber41m..Batts.__.. Thickness (inches). '6 ' .5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches)...._ ............................ 3. FOUNDATION WALL Materi6l., Thickness (inches). Brand Name Johns - Thermal Resistance (R -Value).... .. R21 Brand Name Thermal Resistance (R -Value) ... RIP— Brand Name Thermal Resistance (R -Value) - ---------- ... . . ........ Brand Name Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the 'Certificate of compliance, where applicable.. C,._.L.#4991.50 item #S 41nature, i3itei Item #s Signi-atuire, Date I item #S'- Signature,' Da,te' LOERKE INSULATION CO., INC. nstallin&Subcontractor ( o. Kame.) . Or General Contractor .. (Co. Name) Or Owner Installing S u b c o n t r ak_ t'o'- -Co.' Name) " - Or General Contractor (Co. Subcontractor - Or Owner Installing S. u b c ontr act or . -Co. Name) . Or General Contractor (Co. Name) Or Owner 'i AAAA 1= Certifitate of CO- hf6rmance (Certificate .052736 THIS IS TO CERTIFY that the glued laminated timber products identifiedwith a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For'Wood Products - Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 - Manufacturing - :itandard Specifications For Structural Glued Laminated Timber Of Softwood Species E 24100 F- M Ag_HiTr c%Ut_4L_ 6Lt,ED C1iMifuAT7=i) %f�y�73F� IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in 'a manufacturing facility subject to regular audits in accordance with the Engineered, Wood Systems (EVVS) Quality Assurance Program. Routine audits include inspection of the mahufacturing process and evaluation of thein -plant QA program with adequate sampling tCv' er fy `conformance to industry standards for lumber grade and-glueline bond quality. - b -� Y Thomas G. Williamson Executive Vice President t s F / r i' i ,r ENGINEERED WOOD SYSTEMS is s `"0+81:0 Corpor8110n 011 A4 — TNE� 21,'-ZERED WOOD ASSOCIATION 7011Swm 191h Street - P0. Box 111700- Tacomn, %,& 98a 11-0700 TWvDhone: (253) 5G5-0800 • rn, ,urnbec,A253j'SN• 72}1r;.. COdNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING IVISION ' • 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53 541 PERI NO. (Rev. 12/96) APPLICATION AND PERMIT - ;9 afq ASSESSOR PARCEL NUMBER 065-540-010 ZONING BUILDING PERMIT OWNER TIM AND NANCY ELLOWAY TELEPHONE 873-2439 SO, Fr, OCC. BUILDING VALUATION -677--UOV- . OWNER'S "UNG ADDRESS 5428 DKYWAY PARADISE 95969 88U1.00 3450 R 186,300.00 CONTRACTOR'S NAME TELEPHONE 937 U 16 , 866.00 CONTRACTORS MAILING ADDRESS 348 BA EMENT 62 00 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee f 20.00 Permit Fee $ 1070.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 695.50 BUILDING ADDRESS 14900 COUTOLENC RD MAGALIA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1808.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 16 7.00 12.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New C& Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S 192.00 ELECTRICAL PERMIT Fling Feel 20.00 Main Service 200AoRLESS 200A 23.00 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.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. .: I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason208. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a Acc. .sup 7 5 3.50x, 165.7 NOµpalpT MULTI -OUTLET 97,50 OWER APPARATUS a SINGLE OUTLET CIR. EX, OCCU OUTLET OR FD(TUREs BAS @'; 0 Ex. Occup. oFuc�,E£os REESS,6.) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S 3 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE Sg5 nn Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ..� I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the wo ars' compensation provisions of section 3700 of the Labor Code, I shall forth comply wit Be provisions. X Date a2 � i 2 �O Signature of App icant - ner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolitiqqor construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46-00 occ CONST. TYPE TOTAL FEE $ HAz D F IMQ, X F�qoo X F ,° p CEL PD D ISS E This permit is hereby issued under the applicable provisions of the Butte County ode and/or Resolutions to do work Indic v r ich fees have been paid. �. �.�A By /lam Date 8/1 O PERMIT EXPIRES ONy, I fee Receipt No.�% < _ � WHITE-D.D.S.-B.D. CANARY -AS ESSOR K -INSPECTOR GOLDENROD -APPLICANT .COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, California 95965 - Telephcne APPLICATION AND PERMIT BUILDING DIVISION 5.30) 538.7541 PERmi DD -&q�lr. 431ssoAPAAc1ft.NuMe11!P1 0667-�T%JOT Memo BUILDING ITOO ."""asme Z1zi SO. OCC. BUILDING VALUATION ---..-_I - ,00 a 7M/NEA'7 wuuNo AODnes1 coper4cmOrs NAY[ "45 CONTAACTOA'S MAAJNo ADOWSS VIP . o a CONST11UCno"Upwot Fireplace I 1-340-11 0.OO LENDora Iwo Aoowns Total Vsluatlon _ xqcwrE= MOM NO' Filing Fee .O S 20. Permit Fee 0 S Comm*$ AM" AOOAns Plan CheckingFee S e"�D'1OiDO�D v Energy Plan Checking Fee i I" S BD&.SIC) C! PERMIT FEE S IGT No. SUNWIPa'°ue WAN PAFAM MW PLUMBING PERMIT Rung Fee 20.0 Each Trap 7. 0 ro USEOFSTAUCTURE SFDuPNx O Mobilshome O Other amp Solar or heat pump water heater 4 23.00T/I;Z.Qv Water piping 15.00 o -O Each gas water heater or vent I 15.00 &--_) TYPE OF WORK New "/Addition ❑ Remodel O LWdm ❑ Inseslation Describe Work: O Other O Gas piping system 1 - 5 outlets 15.00 0-i3 Building sewer 15.00 pA Mobile Home ' S ! G W @20.00 PERMIT FEE S ELECTRICAL PERMIT I #iHng Feel 20.oi aoav OR UESS Main Service noon on uas b 23.00 Main Service soon TO 10011A 48.00 ' �t \ Q, •�� j 1 V i J(` A� NEW COnsT. OWEU.WO occur. 3.5¢so. OA ADONS. A ACC. SUDS. PT. NEW comy'wuLTwun.er NON-RES10. @7.50 Powell APPARATUS 6 Mo" ovnxr OR OUnZr OA :DRUAES EX. OCCU aAL .4 w MED APPILM. OA EX. Occup. OUTlEM fSW. EA 5.00 Temporary Service 23.00 Mobile Home Facilities I 20.00 Misc. Wiring23.00 PERMIT FEE! S MECHANICAL PERMIT Fling Fee 1 20.00 Heating &0 Cooling Hood 8.50 4,56) Ventilation O a �5. o PERMIT FEE f Mobile Home Installation Fee S Energy Inspection Fee $,97E L.., °3c "'NOTrr TOT 'L FEE S MAL/1-0. O IM► KWO COP I P C (00 I MD BSUE I This permit sissued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date COUNIT OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET /l OWNER: <r� A ASSESSOR PARCEL NUMBER: Proposed Building Use: f Building Inspector: Date: 4 Z d b y At time of permit application, I wadddvised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---------- =---------------------------------------------- ❑ 8. Hazardous Material Form. -------=---------------------------------------------------------------------------------- anufactured Home data and installation instructions including Tie Down Specifications.------------------ . Fees of $ 3• ------------------------------------------------------------------------------------- pact fees as shown on the attached schedule. ------------------ --------- -�` -------------------------- 2. California Department of Forestry plan approval/fees.---'-"^____-------------------------- El _____________________❑ 13 Flood elevation certificate. -------------------------------- -------------------------------------------------------- 4. Sanitation and plot plan approval tkw, Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- — ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- n 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 02 Letter of signature authorization. ------------------------------------------ 5. Recorded copy of Agricultural Acknowledgment Statement. ----------- 026. Letter of intent on building use. -------------------------------------------- 027. Manufactured Home utility clearance. ------------------------------------- 028. Existing violations and/or expired permits. ------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: P'you issue the permit, process as follows 11❑ Mail to owner, aiil to contractor. Telephone O / 3 �' and hold for pickup at �/ G v office. ❑ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Depent, ❑ Air Copy of plans sent ❑ Health Department, ❑ Fire Departrrtent, Mej v with inspector. Date: gate: By: Date: By: (Date) Z . 2-C-O.r>v I -Index permit application for the above items numbered:. ❑ Plan Check List 2. Additional items required: Contractor, q gn owner, was advised of the above required 4ata by hone, ❑ mail, ❑ Building Division counter, byj!Date: 2 oc Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Div'sio ounter, by ath Plans reviewed by: Date: Plans approved by: Date: ,-- Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: "vett.. r'—, - T>o.,,.,.. e.. _Irn_.,.t,.�_...— c.._.:--- ^--_,"- —. . f` E.H. USE ONLY { Plot Plan Attached Aoar Bran Attaqhejt il Sant to B.D. ! 11_ \ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E1I0W&14 Iq-90i0 r0C'!j.L0e�C_ IM ass-sic'-O/y Owner Location AP# Plan Approved for: Sewage Disposal 4 Water Supply: Public Private Well Al Clearance for dwelling. Other /flew 3 5 ti.tutce- wl' frrjw� muck. /neat deck inti Hold final for: Final clearance O.K. for: NOTE: e_ � I REWS, Environmental Health Specialist 8/96 Date y 11 . COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE rl"106w��I X11OWNER PROPOSED BUILDING USE—Q4� 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ A.P. # 0(9 S- s`Y0'O1 O DATE (per RECEIPT # DAT RE ,30d9j S1171fnlloll -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ k.ACHOOL DISTRICT FEES Pa_ r-&-- pq �r $ (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $3( !� • ASU U Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES K 0.00(paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK .00 (paid at Building Division) d(� 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At ti 't application, I was advised the above fees are required to be paid prior to issuance of the building permit. Th a fees ma be changed during the plan checking process. APP ICANT ' DATE, -"2, Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and. 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). �' CJ Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) VIO 'A e" i I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed . . property improvement: YES 0. NOA . 2. I HAVE 17 HAVE NOTAsigned an application for a building permit for the proposed work. 3. I have contracted with the following person. (Srm) to.p;ovice,the proposed. construction: NAMEir 11L=oc,c/v. /(D.c ADDRESS: CITY:_ . PHONE: CONTRACTOR'S LICENSE 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY:. PHONE: CONTRACTOR'S LICENSE NO. F 5. I will provide some of the workbut I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYO ER: SOCIAL SECURITY NUMBER: DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to Issue the permit. MMq F- . OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner-buildee, you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. ; . If yod plaza to aj►our own'work, with the excepdon of various trades that you plan to subcontrack you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (inchtding materials and other costs) is 5300 or more for the entire.project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security. taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obli-alio-- under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this foram so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. IMMaic ely, ��_� el C. Vi iia, C.B.O. er, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the CaWornla Hea1lh and Safety Code. OVER BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ba /' (� pC fc S `p Building Department No. A.P. Number Jurisdiction: City County Property Owner Property Location/Ac Subdivision —. - Lot No. Residential Development Sq. Footage ✓ I �� No of iving Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): Commercial/Industrial New Addftion (Street wwor r%ia�ns reviewea Dy scnooi uistnct rersonnep No. �G�dl--,School District certifies that (City) U (State) has complied with the requirements of Resolution No. square feet. Representative Paid by Check # Remarks: Sq. Footage (Including Exterior Roofed Areas) & -©0 Date (Applicant) (Phone Number) (Zip Code) � by payment of $ AB 2926 E FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), 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 Califomia Environmental Quality Act (CEDAI, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm c PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal, if this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THTS FORM TO A CH COPY OF YOl1R-P1 AN RFVTFW I FTTFR AND RFn1RN WTTRFVTSFn Amn AQTATBIAI DI Auc OWNERS NAME `T(t✓4 Acr DATE: 6.-2 (-6:5) ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS!CALCS: i ft 01w J7' N4 k`t7i ti*4ce, COMMENTS: `—�(Ulrc_ a 4W4 s eoo o C -4461.< - PLAN CHECK ITEM # RESPONSE• • ON COMMENTS: C i . c/I� I T1 VLSI ME ��-��ri�.�L+-:���.r�iwA:i��r�=�r•�_.••�.u��-�Y��sriai%���w�•�-�icr ��_ - `—�(Ulrc_ a 4W4 s eoo o C -4461.< - PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: C i . c/I� COMMENTS:! 1Jn k 14 PLAN CHECK ITEM # RESPONSE BY:. LOCATION ON PLANS/CALCS: COMMENTS:! 1Jn k 14 PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: COMMENTS [RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # 7 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # I RESPONSE BY: ' LOCATION ON PLANS/CALCS: MMENTS: PLAN CHECK ITEM # I RESPONSE BY: ILOCATION ON PLANS/CALCS: TS: (PLAN CHECK ITEM # (RESPONSE BY: (LOCATION ON PLANS/CALCS: MMENTS: PLAN CHECK ITEM # I RESPONSE BY: ILOCATION ON PLANS/CALCS: i PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: July 20, 2000 Tim and Nancy Elloway 5428 Skyway Paradise, CA 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-1249 Assessor's Parcel Number: 065-540-010 Dear Mr. and Mrs. Elloway: This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: a�- Provide gravity design analysis of members supporting the A5 truss reactions. 2 Provide lateral analysis of the front porch. See Std' (,8 oF--c/t-Lcs Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Martha Whitney on June 19, 2000. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact Martha or me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, 6�a 14"--t Philo Hunt, P.E. Plan Check Engineer cc: Jeff Richelieu, Northstar Engineering June 19, 2000 Tim and Nancy Elloway 5428 Skyway Paradise, CA 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 065-540-010 Building Permit Number: 00-1249 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Remove water heater and furnace from the basement location. These appliances may not be located in a pit or basement per the Uniform Plumbing Code. Provide alternate location directly on the plans. If furnace is move to the attic provide truss calcs and layout which shows new location and trusses sized for loads. Basement area requires an exit directly to the exterior per Section 310.4 of the Uniform (1` Building Code. Show window well on both the floor plan and on elevation view of the plans. All requirements for well must be located on the plans. Provide window size. Roof framing plan for the front porch is illegible due to copy process. Please reprint two legible copies. These copies must be reinserted into two sets of plans by the party responsible for the plans. /. Provide a letter from the engineer of record that he as reviewed and approved the truss calcs per his lateral design. Please have your engiir of record check all truss loads over 50 pounds. Provide support members as, needed and size the foundation appropriately for loads imposed. T2usPES A4 f As Provide the size of all windows on the plans. Window sizes in family room and masterbath are currently missing from the plans. /Provide manufacturer's specifications for the AC unit with the SEER of 12. ( windows in the garage have accidently been included in the calcs. If these were eliminated perhaps a high efficiency cooling unit would not be needed for the calcs. If calcs are rerun, please submit two revised copies, signed.) A8.evReview of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of building permit fees in the amount of $1573.58. (Revised per corrections to original application). 2. Complete and return the Butte County School Impact Fee Certification form. (Enclosed to owner). 3. Sheriff fees in the amount of $360.00 4. Recorded copy of Agricultural Acknowledgement Statement. Sincerely, Martha Whitney Plans Examiner cc: Brant Nightingale Jeff Richelieu RESIDENTIAL PLAN REVIEW GUIDE _ SINGLEFAMILY, DUPLEXAND MISCELLANEOUS ONLY , Owner1 1 D0J� Buildin*g Permit Number: • a-�o7C% Y f i Plans Examiner: A" A. P. Number: ENERAL: - 1. Zoning requirements — (number of permitted living units). Building permit valuation. ; Plans signed by the designer. Proper description of work. on the_application. ,S! Existing violations on the property. .F� Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. /,- - .' /Y. Setbacks, side yard, easements, kc. �aretje occ yie-C Other buildings or structures. Grading, fills and/or drainage. U10O» G'�� reco✓dcd� .6Flood hazard. 7Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). ; FLOOR PLAIN: ` ,i! Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building, Code section 106.3.3). , ,2" 10% of natural light and 5% of ventilation (Uniform Building Code section 1203):1 . ,3: Egress windows (Uniform Building Code section 310.4). ' X Skylights (Uniform Building Code section 2409 & 2603.7). ! ' Glazing in Hazardous locations (Uniform Building Code section 2406). ,,6' Required room sizes and ceiling heights (Uniform Building Code section 310.6). ,R' GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). , ! I ,� �OCGc#cOr Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). /V �r 9. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). �Y1 pi4" or ivseo'0E Garage firewall separation - required on garage side including supporting walls and posts (Uniform Njp Je 46 Building Code section 302.4 exception #3).$0401 Wood store location - Alcove clearance (UMC section 205 confined space & 223 unconfined. space). 2. Smoke detectors (Uniform Building Code section 310.9.1). t Water closet clearances (Uniform Plumbing Code 408.5). ;A. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 TRUCTURAL DETAILS: 1. Conventional construction - LWusuaU shaped bu' d� (Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). d Clerestory requiring balloon flaming anor engineering. - 4. Three story building requiring engineered calculations and plans. ' 5. •• Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7.. Elevations and wall construction details complete enough to construct building. FVa rn I tl 9 -t7'on ON Roof construction details complete enough to construct building. i Ile 9i Izc Y• Rafter ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). �icL C. 12. Porch header size(s). 13. _Stud heights. 14. Expansive soil - special foundation design required. �VDUide (e&K C4Ae� 15. Retaining walls requiring design. 4-IrUA" ^ � rmk 16. Special Inspection requirements. C,'+ ' ld v o -O qj114,4-5- 18. d • �j"� 17. Header sizes. (� W4r/n (1t,4" $• 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 11, t , Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). { ,2-, Guardrails (Uniform Building Code section 509). /3' Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster.- weep screeds (Uniform Building Code section 2506.5). ,fT Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering type - (fire hazard). Foam iiisuliti=7 protection. 36"halls and stairways (Uniform Building Code section 1004.3.3.2). ,,9' Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9' Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). eAttic access and ventilation (Uniform Building Code section 1505). l4FlaCombustion air for fuel burning appliances - LPG requirements. shing Soiind requirements.pEnergy design compliance and supporting documentation. -Pro 1/lde size 01' at all exterior openings. - •� r- . CDF responsible area requirements. 17. Building Pe' uirements: for ,SF,F1� /Z 17.1. {�ro�ide ►'Ya�v�ut• ��. 17.2. Per* certificate.I,c(cndo u,ts 40m jamix— mfyrd 17.3. _Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 . V. APPLICANT: OWNER: PERNM #: A. P. #: WORK DESCRIPTION: DATE N OF TEP ` J 0 o 4 �`�- .% P C' -ECT PROCESSING RF -CORD A NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT NC ,j �ESI��N! E F�� ��! ! 1. r JOB NO. LOCATION DATE CODES: Uniform Building Code, 1997 Edition RISC, Manual of Steel Construction,. 9th Edition AITC, Timber Construction. Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days '.Masonry: ='m 1500 psi, ?Mortar: f'c = 1000 psi, Type "S" Grout: f'c = 2500 psi @ 28 days r Steel Rei forcing: A-�15 Grade 40 for 7T and smaller oQ�pfESS/ONq A_-615 Grade 60 for ;5 and larger. Q� .� tali. R/ ��E2'`� Structura_ Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B �' G Steel Tubing: ASTM A500 Grade A or B UJ 0 w, Machine Bolts, Anchor Bolts: ASTM*A307 Grade A `Wood Connectors: Simpson Strong -Tie or equal. Wood:Struct Lt Framing, Joists & Planks: D.F. 12 @. Beams & Stringers, Posts & Timbers:- D.F. 41 ���� ��� Plywood: A. P.A. Rated Sheathing, Grade CD, UBC Std 25-9 E OF CNO OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live -Load: 3 3 iDsf Floor Live Load: psf Seismic. Zone 5 Wind Speed: �S mph Exposure: G Method 2 used unless otherwise noted. Allowable Soil Bearing psf TRE SPECIAL INSPECTIONS REQUIRED ? !Jc-�) GENERAL: Any structural .or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not -the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site et m' the expansion index or be capacity is n CO VI II Page 1 of IO AULD(NG"DEPARTNiEidT APPROVE LATERAL LOADS: 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 3.5 NorthStar BY: SMR ENGINEERING 5/23/00 PSF JOB NO. PSF PAGE 2 OF PSF PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3/4" PLYWOOD 5/8" OSB OR PLYWOOD PSF FRAMING 3.3 R-30 INSULATION (OPTIONAL) R-19 INSULATION 5/8" GYPSUM WALLBOARD .PSF MISCELLANEOUS LATERAL LOADS: 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 3.5 PSF 1.8 PSF 3.3 PSF 2.0 PSF 3.2 PSF 1.2 PSF .DEAD.LOAD 15.0 PSF LIVE LOAD 16.0 PSF GROUND SNOW LOAD 37.0 PSF ROOF SNOW LOAD 33.0 PSF FLOOR: FLOORING 1.5 PSF 3/4" PLYWOOD 2.3 PSF FRAMING 3.3 PSF R-19 INSULATION 1.0 .PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.7 PSF DEAD LOAD 13.0 PSF LIVE LOAD 40.0 PSF TOTAL LOAD 53.0 PSF SEISMIC: 2.5 * .3fi * W = 0.200 W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca =:36 PER UBC TABLE 16 - Q E = p * VW. = 1.5 * VW = ' 0.300 W (PER UBC EQ. 30-1) NET FORCE = 0.300 W / 1.4 = 0.214 W .v WIND: EXPOSURE = C METHOD 2 WIND SPEED = 75 MPH Cq = 1.3 - DESIGN qs = 14.5 PSF PRESSURE Ce 0 - 15' = 1.06 Cq*qs*Ce = 0.0200 KSF 15'- 20' = 1.13 = 0.0213 KSF 20'- 25' = 1.19' = 0.0224 KSF 25'- 30' = 1.23 = 0.0232 KSF 30'- 40' = 1.31 = 0.0247 KSF NorthStar 20 DECLARATION DRIVE PAGE 3 ENGINEERING CHICO, CA 95973 530-893-1600 General Notes: FAX 530-893-2113 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: DATE: JOB NO: PAGE OF: ok a imrthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 I L f BY: J' DATE: ��UU JOB NO: i U r PAGE 4 F rt tar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893.2113 FTc,,. D�SICa� F 1 4-3+11.9 K I. = I FT -L i USS I -o pX'•o.lix 1Z.�� l�� �_ �'Q. i=2 >= F T- z J J _- • /fir ` - - - '��•� - ._ , ., �_. _•_. x.74:_ M1; -IFSL .......... l Fm ,L 5'/�•.i'f' Pon�a:.t Pi! —__ ._- -..Jr B:�a g:a.a .1:i. FTc,,. D�SICa� F 1 4-3+11.9 K I. = I FT -L i USS I -o pX'•o.lix 1Z.�� l�� �_ �'Q. i=2 >= F T- z By: MEM NorthStar 20 DECLARATION DRIVE Date: 5/23/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7018 530-893-1600 Page 6 of FAX 530-893-2113 BEAM UNDER GIRDER TRUSS BM5: TRY: 5 1/4"x16" PARALLAM PSL MAXIMUM TRIBUTARY WIDTH (Wtrib) = 11.25 FT P1 1 P P3 1 .75' 2.5' 2' 2.25' 10.5' CONCENTRATED LOAD (P1) = (Dlfloor + Llfloor) ` (Wtrib * 7') _ (0.015ksf + 0.04ksf) * (Wtrib * 7') = 4.33 K CONCENTRATED LOAD (P2) = 4.59k + 4.34k = 8.93 K CONCENTRATED LOAD (P3) = 6.26 K (REFER TO TRUSS CALCULATIONS BY "BLUSAR MANUFACTURING" & SHEAR WALL LINE 2 FOR LOADS) DESIGN ANALYSIS (SEE COMPUTER SHEET "BEAM UNDER GIRDER TRUSS - BM5") USE: 15 1/4"x16" PARALLAM PSL BEAM AT LAUNDRY ROOM - BM6: TRY: 5 1/8"x12" GLB 24F -V4 MAXIMUM FLOOR TRIBUTARY WIDTH (Wtrib) _ w P F 4. __� 3.33' 3.17' 6.5' TOTAL UNIFORM LOAD (w) = (DLfloor + LLfloor) * Wtrib = CONCENTRATED LOAD FROM BEAM #5 (P) _ WHERE DLfloor = 0.015 KSF LLfloor = 0.04 KSF DESIGN ANALYSIS: a (SEE COMPUTER SHEET "BEAM AT LAUNDRY ROOM - BM6") USE: 15 1/8"x12" GLB 24F -V4 11.25 FT 0.619 KLF 7.84 K Title : Job # Dsgnr: MEM Date: Description : Scope : General Timber Beam Page T Description Beam Under Girder Truss - BM5 Information I _General Section Name Prllm: 5.25x16.0 Center Span 10.50 ft .....Lu 0.00 ft Beam Width 5.250 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 16.000 in Right Cantilever. ft .....Lu 0.00 ft Member Type 0.000 in Truss Joist - MacMillan, Parallam 2.0E W Bm Wt. Added to Loads Shear* Fb Base Allow 2,900.0 psi Load Dur. Factor 1.000 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 34.000 pcf E 2,000.0 ksi voint Loaos Uead Loads 6,260.0lbs 4,330.0 lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs ...distance 6.250 ft 8.250 ft 3.750 ft 0.000 ft 0.000 ft 0.000 ft LDetlections Beam Design OK Span= 10.50ft, Beam Width = 5.250in x Depth = 16.in, Ends are Pin -Pin Total Load Left Cantilever... Dead Load Max Stress Ratio 0.730 : 1 -0.189 in -0.189 in Deflection 0.000 in Maximum Moment 37.8 k -ft Maximum Shear* 1.5 17.8 k Allowable 54.1 k -ft 666.2 Allowable Right Cantilever... 24.4 k Max. Positive Moment 37.77 k -ft a 6.258 ft Shear: @ Left 7.84 k Max. Negative Moment 0.00 k -ft ' a 10.500 ft o @ Right 11.88 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.284 in Max. M allow 54.13Reactions... @ Right 0.000 in fl) 2,023.18 psi fv 211.76 psi Left DL 7.84 k Max 7.84 k Fb 2,900.00 psi Fv 290.00 psi Right DL 11.88 k Max 11.88 k LDetlections I Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.189 in -0.189 in Deflection 0.000 in 0.000 in ...Location 5.460 ft 5.460 ft ...Length/Deft 0.0 0.0 ...Length/Deft 666.2 666.24 Right Cantilever... Deflection 0.000 in 0.000 in o ...Length/Deft 0.0 0.0 (� 1983 98 ENERCAlC c:\d\7018 elloway residence\7018.ecw:Revision -KW=0603075.-Ver5-0-6_1-Jun-1_998,1Win32-' Title : Job # Dsgnr: MEM. Date: Description : Scope : ! 5 0�o General Timber Beam Page, I Description . Beam Under Girder Truss - BM5 dress talcs ' Bending Analysis Ck 21.298 Rb 0.000 Sxx 224.000 in3 Area . 84.000 int Cf 1.000 Max Moment Sxx Req'd Allowable fb @ Center 37.77 k -ft 156.27 in3 2,900.00 psi @ Left Support 0.00 k -ft 0.00, in3 2,900.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,900.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 11.73 k 17.79 k Area Required 40.437 int 61.339 in2 Fv: Allowable 290.00 psi 290.00 psi Bearing @Supports Max. Left Reaction 7.84 k Bearing Length Req'd 2.299 in Max. Right Reaction 11.88 k Bearing Length Req'd 3.483 in _Query Values I M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 7.84 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in .a Z� 1"983=98-ENERCAL c:\d\7018 elloway reside nce\7018.ecw:Revision —KW -0603075; Ver 5-0-6-1=Jun=1998,, vvi532- --" Title : Job # Dsgnr: MEM Date: Description : Scope : Rev: :: General Timber Beam, Page 0, i Description Beam at Laundry Room - BM6 j uenerai Information .r Section Name 5.125x12.0 Center Span 6.50 ft .....Lu 0.00 ft Beam Width 5.125 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 LL Bm VVt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Wood Density 34.000 pcf E 1,800.0 ksi Lunitorm Loaas .r ' Uniform Loads Over Full Span 0.806: 1 Center Span... Dead Load Center DL 619.00 #/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft F'Point Loads I_ 10.1 k Max. Positive Moment • I Dead Loads lbs lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs ...distance 3.330 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft ummary Camber: @ Left 0.000 in Max @ Right Support 0.00k -ft Beam Design OK Span= 6.50ft, Beam Width = 5.125in x Depth = 12.in, Ends are Pin -Pin .r — Max Stress Ratio 0.806: 1 Center Span... Dead Load Total Load Left Cantilever... Maximum Moment 16.1 k -ft Maximum Shear ` 1.5 8.2 k Allowable 24.6 k -ft ...Location Allowable 3.276 ft 10.1 k Max. Positive Moment 16.07 k -ft a 3.328 ft Shear: @ Left 5.88 k Max. Negative Moment 0.00 k -ft a 0.000 ft @ Right 6.08 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00k -ft @ Center 0.116 in Max. M allow 24.60 Reactions... @ Right 0.000 in � fb 1,567.66 psi fv 132.92 psi Left DL 5.88 k Max 5.88 k Fb 2,400.00 psi Fv .165.00 psi Right DL 6.08 k Max 6.08 k Luetlections .r — Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.077 in -0.077 in Deflection 0.000 in 0.000 in ...Location 3.276 ft 3.276 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,007.1 1,007.07 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 —(cTT983=98__ENERCAlC c:\d\7018 elloway residence\7018.ecw:Revision KW -0603075 -Ver 5-0-6,-1=JUTi 1'998-Win32-- Title : . Job # Dsgnr: MEM Date: Description : Scope : ev: 510001 General Timber Beam Page '!D OF�O Description . Beam at Laundry Room - BM6 dress Talcs Bending Analysis Ck 22.210 Rb 0.000 Sxx 123.000 in3 Area 61.500 in2 Cv 1.000 Max Moment Sxx Req'd Allowable fb @ Center 16.07 k -ft 80.34 in3 2,400.00 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support. Design Shear 7.88 k . 8.17 k Area Required 47.787 in2 49.541 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 5.88 k Bearing Length Req'd 2.050 in Max. Right Reaction 6.08 k Bearing Length Req'd 2.117 in :Query a ues — -- I M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 5.88 k 0.0000 in @ Right Cant. Location = . 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in -1-CM-83--98-ENE-RCAlC c:\d\7018 elloway residence\7018.ecw:Revision KW-0603075,–Ver 5-0-6-1--Jun-1"998-W-in32— B E A U T Y 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 00-1249 Expiration Date: 8-17-01 A.P.# 065-540-010 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: X] Permit work started, but not completed. Permit may be renewed for '/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] 'No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After exp'i'ation of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter. YWrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 TABLE OF CONTENTS TOC Project Title.......... ELLW RESIDENCE Date..07/05/00 09:12:29 Project Address........ COUTELENC RD ******* Paradise, CA *v5.00* Documentation Author... ROBERT MANGRUM ******* Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 Climate Zone........... 11 Buildimg Permit # 2. ZD -00 Plan Check / Date Field Check/ Date Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-NIGHTI10 Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 11 . ' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... ELLWAY RESIDENCE Date..07/05/00 09:12:29 ProAA �ect A ress........ 14900 COUTELENC RD ******* Paradise, CA *v5.00* Documentation Author... ROBERT MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-NIGHTI10 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 GENERAL INFORMATION Conditioned Floor Area..... 3439 sf Building Type .............. Single Family Attached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.... ..... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 18.6 % of floor area Average Glazing U -value.... 0.6 Btu/hr-sf-F Average Glazing SHGC....... 0.65 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 FRONT WALL, LEFT WALL BACK WALL, RIGHT WALL GARAGE WALL GAEAGE WALL Wall None R-0 R-0 R-0 0.000 FRONT WALL Door None R-0 R-0 R-0 0.330 TO GARAGE TO UNCONDITION Roof Wood R-11 R-27 R-38 0.025 ATTIC F1oorExt Wood R-19 R-0 R-19 0.048 FLOOR SlabEdge None R-0 R-0 F2=0.760 FLOOR FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (W) 040.0 0.600 0.650 Standard Standard Yes Window Front (W) o8.0 0.600 0.650 -Standard Standard Yes Window Front (W) 024.0 0.600 0.650 Standard Standard Yes Window Front (W) s10.5 0.600 0.650 Standard Standard Yes Window Front (W) -25.0 0.600 0.650 Standard Standard Yes Window Front (W) 025.0 0.600 0.650 Standard Standard Yes Window Front (W) 010.5 0.600 0.650 Standard Standard Yes Window Window Left (N) Left (N) *24.0 06.0 0.600 0.650 Standard Yes 0.600 0.650 Standard Yes Window Window Left (N) Left (N) 015.0 0.600 0.650 Standard ���Yes x12.0 0.600 0.650 Standard CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... ELLWAY RESIDENCE Date..07/05/00 09:12:29 MICROPAS5 v5.00 File-NIGHTI10 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 FENESTRATION Tested Duct ACOA Area U_ Orientation Exterior (sf) Value Window Left (N) 012.5 0.600 Window Back (E) .30.0 0.600 Window Back (E) a6.0 0.600 Window Back (E) •40.0 0.600 Window Back (E) 7..0 0.600 Window Back (E) 30.0 0.600 Window Back (E) o50.0 0.600 Window Back (E) 020.0 0.600 Window Back (E) ,32.0 0.600 Window Back (E) °20.0 0.600 Window Back (E) 040.0 0.600 Window Back (E) v30.0 0.600 Window Right (S) 812.0 0.600 Window Right (S) -32.0 0.600 Window Right (S) &30.0 0.600 Window Right (S) 17.5 0.600 Window Right (S) 830.0 0.600 FENESTRATION SLAB SURFACES Area Slab Type (sf) Standard Slab 1073 HVAC SYSTEMS Minimum Duct Equipment Type Efficiency Location Furnace 0.800 AFUE Attic ACSplit 12.00 SEER Attic Duct Tested Duct ACOA Over - R -value Interior Exterior hang/- SHGC Shading Shading Fins 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes 0.650 Standard Standard Yes SLAB SURFACES Area Slab Type (sf) Standard Slab 1073 HVAC SYSTEMS Minimum Duct Equipment Type Efficiency Location Furnace 0.800 AFUE Attic ACSplit 12.00 SEER Attic Duct Tested Duct ACOA Thermostat R -value Leakage Manual D Type R-4.2 Pre1999 No Setback R-4.2 Pre1999 No Setback WATER HEATING SYSTEMS Tank Type Heater Type Distribution Type Storage Gas Standard REMARKS Number Tank in Energy Size System Factor (gal) 1 0.60 50 External Insulation R -value R- n/a F A .�}F. R. t .moi Af'i Y I��,C:. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... ELLWAY RESIDENCE Date..07/05/00 09:12:29 MICROPAS5 v5.00 File-NIGHTI10 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 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 Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... TIM ELLWAY Name.... ROBERT MANGRUM Company. OWNER Company. Paradise Mechanical Address. 14900 COUTELENC RD Address. 5655 Almond Street P ISE, CA Paradise, CA 95969 Phone... :-AiR4 Phone... 530-877-8882 License. Signed.. _ 2 7�Sign d�.rZV6?1 / 1__� (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.'. (date) MUM DEPARIVEN41. A V MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... ELLWAY RESIDENCE Date..07/05/00 09:12:29 Project Address........ 14900 COUTELENC RD ******* Documentation Author. Climate Zone........... Compliance Method...... Paradise, CA ROBERT MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 11 MICROPAS5 v5.00 for *v5.00* ******* 1999 Standards Building Permit # Plan Check / Date Field Check/ Date by Enercomp, Inc. MICROPASS v5.00 File-NIGHTI10 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 Note: 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er ✓ ment *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): 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 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: 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. Ann (w�'k _ DEPA MiFt-4- AP0VD MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... ELLWAY RESIDENCE Date..07/05/00 09:12:29 MICROPAS5 v5.00 File-NIGHTI10 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 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 780W thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr). ✓ AME 9 NG DEPAR 2 I V `EN MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... ELLWAY RESIDENCE Date..07/05/00 09:12:29 MICROPAS5 v5.00 File-NIGHTI10 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 LIGHTING MEASURES 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment AUTM 0WI V COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... ELLWAY RESIDENCE Date..07/05/00 09:12:29 Pro'ect Addr 1Ann 0ess******* ........ COUTELENC RD Paradise, CA *v5.00* Documentation Author... ROBERT MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone..... ..... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-NIGHTI10 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 Zone Type HOUSE Residence Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 17.07 16.57 0.50 Space Cooling.......... 12.15 11.80 0.35 Water Heating.......... 8.29 7.30 0.99 Total 37.51 35.67 1.84 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage.......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 3439 sf Single Family Attached New Front Facing 270 deg (W) 1 2 ReducedYear Raised Floor 1 32391 cf 1073 sf 18.6 % of floor area 0.6 Btu/hr-sf-F 0.65 9.4 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat (sf) (cf) Units itioned Type 3439 32391 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 8.0 Standard No a0JITE }f 5 V. SOL -PAG DEPAKiMEPT,4" COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... ELLWAY RESIDENCE Date..07/05/00 09:12:29 MICROPAS5 v5.00 File-NIGHTI10 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 OPAQUE SURFACES Orientation FENESTRATION SURFACES Area U- (sf) Value SHGC HOUSE Area U- Insul Act Front Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Window Gains Reference Comments HOUSE Window Front (W) 10.5 5 Window Front (W) 1 Wall 451 0.065 17.8 270 90 Yes W.19.2X6.16 FRONT WALL 2 Wall 252 0.065 17.8 270 90 No W.19.2X6.16 FRONT WALL 3 Wall 90 0.000 0 270 90 No None FRONT WALL 4 Wall 295 0.065 17.8 0 90 Yes W.19.2X6.16 LEFT WALL 5 Wall 636 0.065 17.8 90 90 Yes W.19.2X6.16 BACK WALL 6 Wall 401 0.065 17.8 180 90 Yes W.19.2X6.16 RIGHT WALL 7 Wall 99 0.065 17.8 180 90 No W.19.2X6.16 RIGHT WALL 8 Wall 28 0.065 17.8 315 90 No W.19.2X6.16 GARAGE WALL 9 Wall 288 0.065 17.8. 0 90 No W.19.2X6.16 GAEAGE WALL 10 Wall 27 0.065 17.8 90 90 No W.19.2X6.16 GARAGE WALL 11 Door 17 0.330 0 315 90 No None TO GARAGE 12 Door 18 0.330 0 180 90 No None TO UNCONDITION 13 Roof 1041 0.025 38 n/a 0 Yes R.38.2X4.24 ATTIC 14 Roof 970 0.025 38 n/a 0 Yes R.38.2X4.24 ATTIC 15 F1oorExt 1293 0.048 19 n/a 0 No FX.19.2X8.16 FLOOR PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 16 S1abEdge 151 0.760 R-0 No FLOOR Orientation FENESTRATION SURFACES Area U- (sf) Value SHGC HOUSE 1 Window Front (W) 40.0 2 Window Front (W) 8.0 3 Window Front (W) 24.0 4 Window Front (W) 10.5 5 Window Front (W) 25.0 6 Window Front (W) 25.0 7 Window Front (W) 10.5 8 Window Left (N) 24.0 9 Window Left (N) 6.0 10 Window Left (N) 15.0 11 Window Left (N) 12.0 12 Window Left (N) 12.5 13 Window Back (E) 30.0 14 Window Back (E) 6.0 15 Window Back (E) 40.0 16 Window Back (E) 7.0 17 Window Back (E) 30.0 18 Window Back (E) 50.0 19 Window Back (E) 20.0 20 Window Back (E) 32.0 Act Exterior Shade Interior Shade Azm Tilt Type/SHGC Type/SHGC 0.600 0.650 270 90 0.600 0.650 270 90 0.600 0.650 270 90 0.600 0.650 270 90 0.600 0.650 270 90 0.600 0.650 270 90 0.600 0.650 270 90 0.600 0.650 0 90 0.600 0.650 0 90 0.600 0.650 0 90 0.600 0.650 0 90 0.600 0.650 0 90 0.600 0.650 90 90 0.600 0.650 90 90 0.600 0.650 90 90 0.600 0.650 90 90 0.600 0.650 90 90 0.600 0.650 90 90 0.600 0.650 90 90 0.600 0.650 90 90 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard ?VWE �'taridard/0.68 Standard76 Standard/0.68 Standard/,M . T6� �S:t`andard/0.68 Stan'd`a�r'�d�0`�6� Standard/0.68 Standar p_:zVdrd%- = �0.68 ., COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... ELLWAY RESIDENCE Date..07/05/00 09:12:29 MICROPAS5 v5.00 File-NIGHTI10 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 FENESTRATION SURFACES TE G"J iG ®EPA9Tw::w Ar-r-ROVEn- Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 21 Window Back (E) 20.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 22 Window Back (E) 40.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 23 Window Back (E) 30.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 24 Window Right (S) 12.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 25 Window Right (S) 32.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 26 Window Right (S) 30.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 27 Window Right (S) 17.5 0.600 0.650 180 90 Standard/0.76 Standard/0.68 28 Window Right (S) 30.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- verhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 40.0 8.0 5.0 10.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 8.0 1.5 6.0 11.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 24.0 5.0 1.5 12.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 10.5 5.0 5.0 2.0 5.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 25.0 5.0 5.0 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 25.0 5.0 5.0 2.5 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 10.5 3.0 3.5 2..5 10.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 24.0 5.0 5.0 2.5 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 6.0 3.0 2.0 2.5 10.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 15.0 3.0 3.5 2.5 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 12.0 3.0 4.0 2.5 8.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 12.5 2.5 5.0 2.5 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 30.0 6.0 5.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 6.0 1.5 4.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 40.0 8.0 5.0 2.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 7.0 4.0 3.5 2.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 30.0 4.0 5.0 2.5 5.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 50.0 4.0 5.5 2.5 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 20.0 4.0 4.0 2.5 7.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 32.0 4.0 5.5 2.5 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 20.0 5.0 4.0 2.5 10.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 40.0 6.0 6.6 12.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 30.0 6.0 5.0 12.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 12.0 3.0 4.0 2.5 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 32.0 8.0 4.0 2.5 12.0 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 30.0 6.0 5.0 2.5 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 17.5 3.5 5.0 2.5 15.0 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 30.0 6.0 5.0 2.5 20.0 n/a n/a n/a n/a n/a n/a n/a n/a TE G"J iG ®EPA9Tw::w Ar-r-ROVEn- COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... ELLWAY RESIDENCE Date..07/05/00 09:12:29 MICROPAS5 v5.00 File-NIGHTI10 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 Minimum System Type Efficiency HOUSE SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 1073 HVAC SYSTEMS Duct Duct Tested Duct ACOA Location R -value Leakage Manual D Duct Eff Furnace ACSplit 0.800 AFUE Attic 12.00 SEER Attic R-4.2 R-4.2 Pre1999 Pre1999 No No .0.735 0.631 WATER HEATING SYSTEMS Number Tank External Tank Type Heater Type Distribution Type in System Energy Factor Size (gal) Insulation R -value 1 Storage Gas Standard 1 0.60 50 R- n/a REMARKS TTE MUNI IV, WJLMW ®EPAiil MEEN.t HVAC SIZING Page 11 HVAC Project Title.......... ELLWAY RESIDENCE Date..07/05/00 09:12:29 Project Address........ 14900 COUTELENC RD ******* Paradise, CA *v5.00* Documentation Author... ROBERT MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-NIGHTI10 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 GENERAL INFORMATION Floor Area ................. Volume .. .................. Front Orientation... ...... Sizing Location............ Latitude... ........ Winter Outside Design. ... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 3439 sf 32391 cf Front Facing 270 deg PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY (W) Sensible Load .................... 54751 43973 Latent Load ...................... n/a 8795 Minimum Total Load 54751 52768 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 equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 16013 5584 Glazing Conduction ............... 15336 8051 Glazing Solar .................... n/a 18682 Infiltration ..................... 18424 5559 Internal Gain .................... n/a 2100 Ducts ............................ 4977 3998 Sensible Load .................... 54751 43973 Latent Load ...................... n/a 8795 Minimum Total Load 54751 52768 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 equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. DESCRIPTION The HRC Series condensing unit is the outdoor part of a versatile system of air conditioning. It is designed to be custom -matched with one of our complete line of evaporator sections, each de- signed to serve a specific function. Matching Air Handlers are available for upflow, downflow or horizontal application to provide a complete system. Electric heaters are available if required. Add -On coils are available for use with upflow, downflow or horizontal furnaces. FEATURES QUALITY CONDENSER COILS - The coil is constructed of copper tube and hardened black coated aluminum fins for dura- bility and long lasting efficient operation. The decorative 2' x 4' grille backed by the black coated fins, enhances appearance and protects the unit. PROTECTED COMPRESSOR - The compressor is intemally protected against high pressure and temperature. This is accom- plished bythe simultaneous operation of high pressure relief valve and a temperature sensor which protect the compressor if unde- sirable operating conditions occur. A liquid line filter -dryer further protects the compressor. DURABLE FINISH - Cabinet is made of pre -painted steel. The pre-treated flat galvanized steel provides a better paint to steel bond, which resists corrosion and rust creep. Special primer formulas and glossy earth tone finish insure less fading when exposed to sunlight. 550.48-TG1Y (397) A.ls�, Y• SPLIT -SYSTEM CONDENSING UNITS , HR_Cr, Series = ,1T2 OOFSEER Models H*RC018 thru H*RC060 Nominal Capacity: 18 thru 60 MBH LOWER INSTALLED COST - Installation time and costs are reduced by easy power and control wiring connections. Dis- charge line heat exchanger knockouts are provided,if required. Available in sweat connect models only. The unit contains enough refrigerant for matching indoor coils and 15 feet of interconnecting piping. The small base dimension means less space is required on the ground or roof. Stad assist components included as stand- ard where TXV is required. TOP DISCHARGE - The warm air from the top mounted fan is blown up away from the structure and any landscaping. This allows compact location on multi -unit applications. LOW OPERATING SOUND LEVEL- The upward airflow carries the normal operating noise up away from the living area. The rigid top panel effectively isolates any motor sound. Isolator mounted compressor and the rippled fins of the condenser coil muffle the normal fan motor and compressor operating sounds. LOW MAINTENANCE - Long fife permanently lubricated motor - bearings need no annual servicing. EASY SERVICE ACCESS - Fully exposed refrigerant connec- tions and a single panel covering the electrical controls and the molex plug in the control box connecting the condenser fan, make for easy servicing of the unit. SECURED SERVICE VALVES - Secured re -usable service valves are provided on both the liquid and vapor sweat connections for ease of evacuating and charging. zVJTTE OVJM'e .11 R0V FOR DISTRIBUTION USE ONLY -NOT TO BE USED AT POINT OF RETAIL SALE A'rV c. 550.48-TG1 Y COOLING CAPACITY - With 80% Upflow Furnace and Coils UNIT MODEL' FURNACE COIL MODEL. COOLING MODEL OUTPUT MBH W RATED CFM NET MBH KW SEER SEE TXVTR/ EER TOTAL SENS. H1RC018 P1CKD083 48 16 G3UA024 G1UA024S17 GlFD030S17 650 19.0 19.0 19.4 14.3 14.3 14.4 1.70 1.68 1.68 - 12.0 12.0 12.2 11.3 11.3 11.6 PlCKDO83 32 12 M3UF024 19.0 14.31.75 12.0 10.9 P 1 CKD083 32 12 G 1 UA024S 14 850 23.0 17.3 2.50 - 11.8 10.6 M3UF024 16.9 2.19 11.4 10.4 PiCKD083 48 G1UA024S17 GlNA030S17K 23.0 24.0 17.5 16.8 2.17 2.22 11.8 12.0 10.6 10.8 PlCKD123 48 H1RCO24 PlCKD12 3 64 16 GIFD03OS17 M3UF032 G3UA036 850 24.0 23.0 24.0 18.2 17.3 18.0 2.22 2.21 2.18 _ 12.1 12.0 12.2 10.8 10.4 11.0 G1UA036S17 24.0 18.2 2.22 12.1 10.8 P1CKD1e 80 22 G3UA037 G1UA036S21 850 24.0 18.7 18.2 2.18 2.22 - 12.2 12.1 11.0 10.8 M3UF044 18.2 2.22 12.0 10.8 HlRC030 P1CKD12 48 16 GlFD03OS17 GlNA030S17K M3UF032 G3UA036 G1UA036S17 G1 FD036S17 1000 29.6 29.4 28.0 28.0 29.6 30.0 21.8 20.5 20.2 20.2 21.8 22.1 2.79 2.80 2.80 2.80 2.79 2.79 - 12.0 12.0 11.4 11.4 12.0 12.1 10.6 10.5 10.1 10.1 10.6 10.8 P1CKD123 64 P1CKD143 80 P2 G1UA036S21 G3UA037 M3UF044 G1UA048S21 29.6 29.5 29.0 30.2 21.8 21.5 21.5 22.4 2.79 2.80 2.81 2.77 _ 12.0 12.0 12.0 12.2 10.6 10.5 10.3 10.9 HlRC036 P1CKD123 48 16 G3UA036 G1UA036S17 G1FD036S17 1200 33.0 33.0 33.6 24.8 24.7 24.6 3.17 3.13. 3.15 - 11.5 11.5. 12.0 10.4 10.6 10.7 PlCKD123 64 P1CKD163 64 22 G1UA036S21 G3UA037 G1 FD042S21 G3UA048 G1UA048S21 G 1 NA048S21 D M3UFO44 33.0 33.0 34.4 35.5 35.0 35.0 32.2 24.7 24.8 25.2 26.6 25.4 24.4 24.5 3.13 3.17 3.16 3.17 3.27 3.21 3.28 - 11.5 11.5 12.0 12.2 12.0 12.0 11 10.6 10.4 10.9 11.2 11.0 10.9 10.1 P1CKD143 80 .P1CKD163 96 H1RC042 P1CKD14 80 22 G1FD042S21 G3UA048 G1UA048S21 G1NA048S21D M3UF044 G3UA060 1400 41.0 42.0 42.0. 41.5 39.0 43.5 30.1 31.5 31.1 28.7 28.0 32.6 3.78 3.82 3.82 3.84 3.86 3.85 - 12.0 12.0 12.0 12.0 11.2 12.4 10.9 11.0 11.0 10.8 10.1 11.3 P1CKD163 96 PlCKD20396 PlCKD203 112 26 G1UA048S24 G3UA061 42.0 43.5 31.1 32.6 3.82 3.85 - 12.0 12.4 11.0 11.3 M3UF052 41.0 30:0 3.83 12.0 10.7 HlRC048 PiCKD1 64 22 G3UA048 G1UA048S21 G 1 NA048S21 D G3UA060 GlFD060S24 1600 45.5 45.5 46.0 48.0 47.0 33.7 33.7 30.3 36.5 34.8 4.14 4.14 4.11 4.17 4.10 - 12.0 12.0 12.0 12.5 12.5 11.0 11.0 11.2 11.5 11.5 P1CKD163 96 PlCKD203 96 P1CKD203 112 26 GlUA060S24 G3UA061 47.0 48.0 34.8 36.5 4.10 4.17 - 12.5 12.5 11.5 11.5 3 F i 11.7 10.2 goTP-0:603 P1CKD2 80 22 G3UA060 G1UA06OS24 GlFD060S24 1850 57.5 57.5 57.5 43.1 42.5 42.5 5.53 5.53 5.53 - 12.0 12.0 12.0 10.4 10.4 10.4 PlCKD203 96 PlCKD203 112 26 G3UA061 57. 1 5 3 12.0 vuiee on rage z Unitary Products Group idW-TE O ` � :;PLUNG DEPAMKIWIEN f MODELS P3HU DESCRIPTION ` 650.74-TG1Y (597) INDUCED COMBUSTION ' HIGH -EFFICIENCY MULTI—POSITION, .(UPFLOW & HORIZONTAL) 32-104 MBH OUPUT -80AFUE' p010 V, R/c.,� 9f /� �CIAt� <<�TIf% '�� EFFICIENCY RATING CERTIFIED ®�rreorio a E These high efficiency, compact units employ induced combus- tion, reliable hot surface ignition and high heat transfer tubular . "Diamond Tough` hot surface igniter heat exchangers. The units are factory shipped for installation in upflow or horizontal applications. • High velocity filter provided for field installation These furnaces are designed for residential installation in a • High quality inducer motor for quiet operation basement, closet, alcove, attic, recreation room or garage' and " are also ideal for commercial applications. All units are factory • Standard terminals for controlling humidifiers and EAC's assembled, wired and tested to assure safe dependable and economical installation and operation."• 40 VA control transformer fuse protected These units are Category I listed and may be common vented with another gas appliance as allowed by the National Fuel Gas Code. o Easy to connect power and control wiring v WARRANTY • Efficiency ratings of 80 AFUE attained by using tubu- lar heat exchangers 2G -year limited warranty on the heat exchanger. • Cooling relay supplied for easy installation of add-on 10 -year heat exchanger warranty on commercial cooling , applications. .. • Multi -speed PSC, direct -drive blower motors to match 15 -year limited parts warranty. cooling requirements. FEATURES . Adjustable fan -off settings to eliminate.`cold-blow' • Easily applied in upflow, horizontal left or horizontal I - - right Installation with no conversion necessary • Compact 40 -in height allows installation in small • Electronic hot surface ignition with high reliability and space confines, de endabilit p y • Lo NOx models available to meet specific area re- * 100% shut off main gas valve for added safety"TE 0C quirements d� w • Rollout safety control • All standard `Ns`8 od. Is are pr-opa e.con ertible, • Low_ unit amp requirement for easy application • . Attractive baked enamel finish for durability FOR DISTRIBUTION USE ONLY -NOT TO BE USED AT POINT OF RE*LE 650.74 -TG 1 Y DIMENSIONS t• g ti+ 3/4 o o 0 0 0 �roQa 40 �= Aw FRONT 20 N1 � Connection) POWER WIRING 13-3/4 7/8' HOLE ® ® 5-3/8 14-3/4 i/ GAS INLET ACCESS WIRING 1-1/4'X2-1/2' 7/8" K.O. 2 tf— OPTIONAL SIDE 32-1/2 ® I 114 RETURN CUT-OUT (EITHER SIDE) — ® 8-3/4 16 ® I 23 1/2� X28 -1/2N T'STAT WIRING LEFT SIDE 7/8' K.O. RIGHT SIDE B—►� a c 20 28-1/2 !y 41 (WITH K.O.' 23 ?i REMOVED) i� I� is O•t__ �_ rz� TOP IMAGE vent connection FLANGE (vent size) BOTTOM IMAGE (FRONT) (FRONT) All dimensions are in inches and are approximate. RATINGS & PHYSICAUELECTRICAL DATA Model* A B C D P3HUA08N03201 14-1/2 13-1/4 10-1/8 3 P3HUA12NO3201 14-1/2 13-1/4 10.1/8 3 P3HUA08NO4801 14-1/2 13-1/4 10-1/8 3 P3HUA12NO4801 14-1/2 13-1/4 10.1/8 3 P3HUA12N06401 14-1/2 13-1/4 1 10-1/8 4 P3HUB16N06401 17-1/2 16-1/4 13-1/8 4 P3HUC20NO6401 21 19-3/4 16-5/8 4 P3HUB12N08001 17-1/2 16-1/4 13.1/8 4 P3HUB16N08001 17-1/2 16-1/4 13-1/8 4 P3HUC20N08001 21 19-314 16-5/8 4 P3HUC16N09201 21 19-3/4 16-5/8 4 P3HUC20NO9201 21 19-3/4 16-5/8 4 P3HUD20N1D401 24-1/2 23-1/4 20-1/8 4 Eighth place model designator may be 'N' for standard units or 'L' for factory built low NOx units. Modal • Input MBH Output MBH AFUE1 Air Temp Rise OF Max. Outlet Temp. OF Blower HP Size Total Unit Amps Max. Over- Curren Protect. Min. Wire Size (AWG) @ 75 Ft. One Wayz Oper. Wgt. (Lbs) P3HUA08N03201 40 32 80 30-60 160, 1/4 9 x 6 9.0 20 14 100 P3HUA12NO3201 40 32 80 25-55 155 1/3 10 x 7 9.0 20 14 105 P3HUA08NO4801 57 46 80 30-60 160 1/4 9 x 6 9.0 20 14 105 P3HUA12NO4801 57 46 80 25-55 155 1/3 10 x 7 9.0 20 14 110 P3HUA12N06401 80 64 80 35-65 170 1/3 10 x 7 9.0 20 14 117 P3HUB16N06401 80 1 64 80 25-55 155 1/2 10 x 10 12.0 20 14 126 P3HUC20N06401 80 64 80 25-55 165 3/4 11 X10 12.0 20 14 140 P3HUB12N08001 100 80 80 40-70 170 1/2 10 x 8 12.0 20 14 128 P3HUB16N08001 100 80 80 35-65 165 1/2 10 x 10 12.0 20 14 134 P3HUC20N08001 100 80 80 25-55 155 314 11 x 10 12.0 20 14 145 P3HUC16N09201 115 92 80 35-65 170 1/2 10 x 10 12.0 20 14 145 P.3H0C20N09201 115 93 80 30-60 170 314 11 x 10 12.0 1 20 14 147 P3HUD20N10401 130 105 80 35-65 165 1 11 x 10 14.0 20 12 158 NOTES: 1. AFUE numbers are determined in armrdanra with nr)F tact nrnrarh frac IL-�01 L1% ". 2. Wire size and overcurrent protection must comply with the National Electrical Code (NFPA-70-Iat@st% 7 * Eighth place model designator may be "N" for standard units, or "L" for factory built low NOx units. * For altitudes above 2,000 ft., reduce capacity 41/6 for each 1,000 IL above sea level. DIEPA * Wire size based on copper conductors, 60° C, 3% voltage drop. g;Y * Continuous return air temperature must not be below 55°F. k�. n 2 Unitary Products Group HORIZONTAL UNCASED UPFLOW DESCRIPTION 545.01 -TG 1 Y (997) MYOMM FOR USE WITH SPLIT SYSTEM COOLING AND HEAT PUMP 600 - 2000 CFM 1.5 - 5 TON COILS FULL CASED MULTI -POSITION UPFLOW These cooling and heat pump coils are designed to be installed with YORK furnaces and to be matched with YORK cooling and heat pump outdoor units. Most coils are available in both quick - connect and sweat -connect models for your convenience and ease of matching. UPFLOW COILS - Available in low -height flattop and high-ca- pacity models to match any system and upf low furnace. DOWNFLOW COILS - Available in low -height flattop and high- capacity models to match any system and downflow furnace. HORIZONTAL COILS - Available to match any cooling system and horizontal furnace. Field transition may be required. OUTDOOR FURNACE OPTIMUM HEAT TRANSFER - Using the latest in heat transfer technology, staggered rows of rifled copper tubes are mechani- cally expanded into aluminum fins to provide optimum air -to - surface contact for ample moisture removal as well as high performance ratings. YORKMATETm REFRIGERANT CONTROL - Provides opti- mum system performance and the flexibility to match coils with any efficiency level cooling or heat pump system. ACCESSORIES Refer to Price Manual for specific model numbers. STUB ADAPTERS - Available to adapt sweat connect units to quick connect coils or sweat connect coils to quick connect units. FEATURES PRECHARGED LINE SETS - Available in 15, 25, 35 and 50 foot lengths for connection of quick connect models. Outdoor ends have fittings to connect to outdoor units which have M-6 liquid INTERNALLY CLEAN - All evaporator coils are factory leak- and M-11 vapor fittings. Indoor ends have fittings to connect to tested, dehydrated, sealed and shipped with a holding charge. indoor coils which have F-6 liquid and F-11 vapor fittings. All indoor vapor ends are provided with a 900 bend. DURABLE FINISH - Coil casings are made of pre -painted steel. .�.1�='ter A 30 foot line set a straight ends rs 'avalldble for splicing to The pre-treated flat galvanized steel provides a better paint to bond, twit other lines for IA71er(�n fAII1,,�vapor lines are insulated with 1/2 steel which resists corrosion and rust creep. sponge rubber.;` FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE e 545.01 -TG 1 Y COOLING CAPACITY — COIL ONLY COIL I RATED I ENTERINGI _- - - MBH 0 Evaporator Temperature and MODEL CFM AIR *F CorrespQndjng E[essure'F / PSIG G-FD024SI4,17 1 30 26,1 GG GI G 57 261 9,119 21.11 IRS G-FD030S17 G*FD035S14G G 7 37.9 34.5 30 267 1 03CG*FDS171 GlNA030S17K111 1ONE G G II' G G L C t1 • 11 'G• GG G GG 'vK 'Y'c.+ . 4 a if #'K 57 572 520 463 G*Ft146 •1 G 1 G. t14: G*FDO48S241 • G GG GI G1N,1 G 1 11 • GlNA030S17H 1111 800 30 26,1 67 34.1 31.1 27.6 240 57 261 9,119 21.11 IRS GINF036SOF G 7 37.9 34.5 30 267 2 31.1 28.3 25.2 21.9 GlNF048SOF GlNA030S17K111 72 68.3 62.2 553 48.1 3 GlNF060SOF 2000 'G• GG 'vK 'Y'c.+ . 4 a if #'K 57 572 520 463 G1NA036S17J • G GG GI G1N,1 11 , • G G G1 G 1 �• �II, .14 ,11 1 • . 1 C ;. •1 GlNF024SOF 800 30 26,1 67 34.1 31.1 27.6 240 57 261 9,119 21.11 IRS GINF036SOF 1200 7 37.9 34.5 30 267 2 31.1 28.3 25.2 21.9 GlNF048SOF 160067 72 68.3 62.2 553 48.1 3 GlNF060SOF 2000 'vK 'Y'c.+ . 4 a if #'K 57 572 520 463 See Condensing Unit or Heat Pump Technical Guide for Total Cooling Capacity and Sensible Capacity. Note: The' •' in the G'FD indicates that the unit could be "1" or "2". 4 Unitary Products Group } _J NorthStAr ENGINEERING Civil Engineers • Planners • Surveyors TRUSS DESIGN STATEMENT I have. reviewed the. truss submittal for the Eloway residence located on Coutolenc Road as provided by Design Assistance. The purpose of my review was to insure that the Truss Designef used the proper gravity and lateral loading where required based on my analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did not verify the structural design. of the individual trusses. ' The ' Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss. per plan. Signed, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 rK� e�pr�:SS/O AM. RI�y r �CIVlx, SOF G t t s iL int �I9'ttatinlce" Monte Call - 793 Camellia Dr - Paradise, CA' 95969 IR, U1 Ss:; ] 0 r=- ,UAO -1-13 nod o CD z z 3) NO I 1d00-1 80f : NOI ld I �IOS80 80f : J�9 09NOI SSO o 3 CD o r=- Job Name: bnelway ® Truss ID: A 1 Drwg: 000131042-001 WO: BNELWAY This design is for an individual building component. It has been based on speeifhcuions provided by the component m:mnfacturer and done in Chk: 'IC 2x4 Er -L #1 & Btr. THIS DESIGN IS 71F1E ca+IIwrlE RE911T OF 'Ibis truss is designed using the Custtmrer Name: B L U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on BC 2x-4 EF, #1 & Btr. 1`41,77FLE LMD CAgS. LBC -97 Com. this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or Onx TC Live 34.0 paf DurFaea L=1.15 P=1.15 ® LLC 2x6 1&L 92 44-47, 47-53 LtiY4 m RL7LTIIdIVErns elrwi are based QQL,Y Bldg EYcl.esed - Yea, Fhd 7a�e - No _--_= Joia'rt. T Ccaticrhs --- CM La X 2x4 EFL SrANE-PM I I f� 10 PSF' mroarxirre BCI 0-1 ss naL•n the truial at ea l i 1�•r3. aly PLATE VALLES Harncane/Oona Line = No B 1 0- 0- 0 28 3- 9- 0 >t -L. FM ICED RESFARGI RERIZP #1607. Bldg La-gE . = 80.00ft, H1c1J iiidtll = 4a.00ft, 2 2- 0- 0 29 4- 8- 0 PLATIN' BASED CN GREEN IlPIEER VALES. Drainage mast be provided to avoid paYiiiri. Mear1 roof height = 24.26ft, ME = 75 3 3- 4- 0 30 6- 0- 0 <It as assumed that cre face of this truss C7assificatien = 4, Deed Iced = 21.0 psf 4 4- 8- 0 31 7- 4- 0 < is sheathed with pl CSB, wood beard 5 6- 0- 0 32 8- 8- 0 < si" or hardoclard siding. If nct, 6 7- 4- 0 33 10- 0- 0 < additional londs most be ca-tsidered on 7 8 8- 8- 0 10- 0- 0 34 35 11- 4- 0 12- 8- 0 < rrn-m'utinxxm bearing gables. Muse acuate staples.fcr gable blocks. 9 11- 4- 0 36 13-10- 4 e blocks may r�c�u. lateral bracing 10 12- 8- 0 37 13-10- 4 due to wind applied to the face. See 11 14-10- 0 38 15- 4- 0 TYus,als suc ted gable Inacirg details). laactgan line -i-- 12 13 15= 16-18- 4- 0 0 39 40 16- 8- 0 18- 0- 0 Lateral with t1 cid have not been considered unless noted otherwise. 14 .18-10- 0 41 19- 4- 0 These loads and their eorniactirns are the 15 19-} 4- 0 42 20- 8- 0 respazsibility of the ]wilding designer. 16 20-{ 8- 0 43 22- 0- 0 17 22-10- 0 44 23- 0- 0 18 23-14- 0 45 23- 4- 0 19 24. 8- 0 46 24- 8- 0 20 261 0- 0 47 25- 4- 4 21 27;; 4- 0 48 26- 0- 0 22 28 < 8- 0 49 27- 4- 0 1 23 30- 0- 0 50 28- 8- 0 2-0.o 44-ao 4-0.n � � 4-0-0 4-4n 4-40 4-0.0 4-40 6.40 � � 24 31= 4- 0 51 30- 0- 0 2-0.0 6.40 10-1mn � 1440 18-40 22-0.0 26-0.0. .70-0-0 36-0.0 25 36:.0- 0 52 31- 4- 0 26 0-:0- 0 53 36- 0- 0 14-0-01 5-0-0 14-0-I) 27 27,0- 0 1 2 3 4 S 6 7 8 t 9 1(! 11 12 13 l4 15 16 17 l8 19 20 21 22 V 24 25 ^ f r 7.00 -7.001 8-6-5 t = 0-4-5 4.00 -4.00 0-�-8 14-0-0 ! �-6-0 t ;AAA 9-0-0 10-2-5 ` 'u_n_n 26 27 28 29 30 31 32 37 34 35 367 38 39 40 41 42 43 44.5 464748 49 50 SI 52 .53 2-0.0 4-40 4-0.� 3-10.4 4-1.12 4-0-0 3-4-4 3-3-12 7-4-0 2-0-0 6-0-0 140-0 13-/0-4 18.0.0 22-40 2.5-4-4 28-8-1 36-40 y�-' MES 9� MA045982 7J TYPICAL PLATE : 1.5-3 5/10/00'. Truswal Systeme Plates are 20 ga. unless shown le "laces ga.) al OVER CONTINUOUS SUPPORT Scale: 1/8 1' H"(16 g0-.), positioned per Joint Report. Circled plates and false frame plates are Positioned as shown above. ® WARNING Rend all notes on this street and give a COPY of it to the Erecting Contractor. TBF: 138.0 WO: BNELWAY This design is for an individual building component. It has been based on speeifhcuions provided by the component m:mnfacturer and done in Chk: accordance with the current versions of'I'Pl :nd AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are lobe Custtmrer Name: B L U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: #LC - 10 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or Onx TC Live 34.0 paf DurFaea L=1.15 P=1.15 ® LLC sheathin and the bottom chord is lateral) braced b y a rigid shewhin material direct) g Y > S g y attached, unless otherwise noted. Btwill shown is for L•ueml support of components members only to reduce buckling length. 'I'hix component shall not be placed in any cnvirnunhcm that will cause the nwislur•e TC Dead 11.0 psf Rep Mbr Bad 1.3.5 I'uuswnl. SYst'L'MX 4445 Plonhpark Dr.. 0010 Springs. CO WM)7 content of the wood exceed 197 and/or cause connector pl:dc conosi"m. kdwicdc, handle, install and brace this oris in accordance with tine following standards: "1'R11S(;OM MANIIAI: , b I nxwal, ' UAL1'I'Y CON'I'I<UI. STANDARD FOR Mli'1'AL. I'Irl'I'1? CONNECTED wool) TRUSSES' - y Q BC Live . 0 sf P O.C.Spacing 2- 0- 0 (QST-88),-IIANDI-IN(; INsTALI-ING AND BRACING METAL. PLATE- CONNBCITI) WOOD TRUSSES' - (I11B-91):md '1118-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 TpS . 0 Version 06.05.99 SIIEET' by'I'PI. The Truss Plate Institute ('rl11) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Assoce(AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. Den Ratio:dion 14/360 TC: L/480 TOTAL 55.0 psf Job Name: bnelway FUSM Truss ID: Al 5 Drw : C0001 31042-002 !S. 1 X -LOC RE7aCr 0- 1-12 2260 SIZE REp'D 3.50" 2.41" TC 2x4 DFL #1 & Btr. BC 2x4 rFL #1 & Btr. 1x4 cahtiavaas lateral FE8 (CLB) , ® This truss is designed using the " 2 35-10- 4 2260 3.50" 2.41" 2a6 DFL #1 16-17 nailed w/2 -10d, located for semis. CR 1x4 'T" brace nailed flat to edge of veb [BC -97 Code. Bldg Ehclosed = Yes, End Zane = 1,b -423 .21 7-16 -3461 .58 2a6 rFL SS 17-19 w/ 8d at 8" o.e. CR a scab (sate as %eb) Harri.cane/O ean Line = Db D Cakegmy = B TC FCRCE AXL HID CSI FSB 2x4 DFL SIPI�Im nailed to fare of aeb w/lOd at 8" o.c. If Bld3 80.00ft, Bldg Width = 40.00ft, 1 -3367 .10 .31 .41 2x4 DFL #1 & Btr. 13-15, 17-7 2 are required, attach 'T" to both � I�z hlFfi = 75 t = 2Dead 2 -2947 .07 .24 .31 PLT BILK 2x4 EFL #1 & Btr. scab to both faces. If 3 cr arse arereq., ticirl I, C9assificatirn = 4, Dad L®cl = 21.0 psf 3 -3601 .11 .24 .35 Plating spec : AMI/`PPI - 1995 use CIB. 'T" cr scab mast be 90% of web 4 -2563 08 .20 .28 THIS LIESIGN IS THE O2MPC4rIE RESULT OF lith, and 2x5 if Aeb is > 14'-0". CCB 5 -2508 .07 .20 .27 hI zmFiE LEAD CASES. design is per building designer. 6 -36 65 .11 .22 .33 BEA1Znr. RII2IIRET1MM ehan are based ONLY RATE VALIFS PER ICBG REM4Zal RU:CW #1607. 7 -6288 .41 .18 .59 on the truss notarial at each Icac�d f. 10 PSF na-u-..... B. 8 -6818 .50 .35 .85 LKaiS�ge pm✓idedtoawidpaYiu�. mast ]� avoid pcin ++++++++++++++++++++++ . 9 -7055 .49 .28 .77 PLATING BALD CN GEM UMBER VAUES. Lim trained hariz. LL deflecticn = .29 in. BC FCYK£ AXL END CSI + + + + + + + + + + + + + + + + + + + + + + 1 2811 .39 .16 .55 2 2810 .39 .08 .47 3 -88 .00 .13 .13 4 68 .01 .36 .36 5 3091 .43 .23 .66 6 5502 .66 .34 1.00 7 6150 .50 .27 .77 8 6321 .51 .27 .7u} WEB FUSM CSI VEB FC1KE CSI 4-14 1402 .19 5-16 -280 .27 2-12 107 .04 6-16 1468 .65 2-13 -423 .21 7-16 -3461 .58 3-13 -1131 .61 7-17 3802 .52 3-15 673 .30 8-17 -490 .10 L3-15 2911 .40 8-18 46 .02 5-15 -216 .19 9-18 -161 .03 IW. LEF'LE);.1TCN (spit) 14/752 IN 1.124 15-16 (LIVE) LF -.54" D= -.33" T= -.87" Joint Incatic s = 1 0- 0- 0 11 0- 0- 0 2 4-11-11 12 4-11-11 3 9- 5-14 13 9- 5-14 4 14- 0- 0 14 13-10- 4 5 18- 0- 0 15 13-10- 4 6 22- 0- 0 16 23- 0- 0 7 25- 6- 0 17 25- 6- 0 8 28- 6- 3 18 30- 0- 4 9 31- 6- 6 19 36- 0- 0 10 36- 0- 0 8-6-5 x 0-4-5 4-11-11� 4-6-2 4-6-2 4-0-0 4 -0 -lam 6-6-3 7.513 4-11-11 9-5-14 14-0-0 18-0-0 22-0-0 28-6-3 36-0-0 - 14-0-11► I 8-0-0 14-0-0 1 2 3 4 5 6 7 8 9 IO 00 4.00 -4.00 0-�-8 14-0-0 t 2_0) ) QI 9-0-0 10-2-8 P -A u_n_n It 12 13 115 16 17 18 19 4-11-11 4-6-2 4-4-6 9-1-12 7-0-4 5-11-12 4-11-11 9-5-14 13-10-4 23-0-0 30-0-4 36-0-0 9-8-1 SHIP 0-4-5 tT M ESS,9��cy � �cn ;045982 :3 EYP• 12/31i02 CNt� TYPICAL PLATE : 1.5-3 5/10/00 Truewal Systeme Plates are 20 Sia. unless shown by "18"(18 ga.) or Scale: 1/8" = 1' "H"(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are Positioned as shown above. WARNING /tend all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 113.9 WO: BNELWAY 'rhis design is for an individual building component. It has been based on specifications provided by the component tnmufacmrer and dune in Clile: accordance with the current versions of TPI and APPA design stan6rds. No responsibility is assumed for dim a[accuracy. Dimensions are to be Customer Name: B L U SAR MFG]support verified by the component natmfacturcr and/or building designer prior to fabrication. The build'uug designer shall'ascerlain that the loads utilized on Dsgnr: #LC - 10 as this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Laterally braced by the roof or floor TC Live 34.0 ps f DurFacs L=1.15 P=1.15 LLCsheathing and the bottom chord is laterally braced by a rigid she uhbhg material directly attached, unless otherwise noted. Bracing shown is for Literal of components members only m reduce buckling length. 'Phis component shall not be placed in any environment tat will erase the moisture it TC Dead 11.0 pof Rep b1br Bnd 1.15 'I'ItIINWAI. sYsml, s content of the wood exceed 19% and/or cause connector pLdc corrosion. Fabricate, lumdle, inst:dl :rad brace this Miss in with the following "I'RIJSCOM 'QUALITY BC 4445 Northpark Dr., Colo Sprb,gs, CO gOra7 standards: MANUAL', b I hU5wal, Y Q CONI ROL S'T'ANDARD FOR METAL PLATE'CONNECI'ED WOOD TRUSSES' - Live . 0 sf P O.C. ae 2 - SP 4•n3 0- 0 - 'IIANDLING INSTALLING AND BRACING MI.'I'AI. PLATE CONNECTED WOOD TRUSSES'% (I III) -9Q and AIIB-91 SUMMARY SIIEET' by'rpi. The Truss Plate Institute (rpi) is located BC Dead 10.0 psf Design Spec UBC -97 - Tp5. 0 Version 06.05.99 at 583 D'Onofrio Drive, Madison, Wisconsin 53719. 'rhe American Forest and Paper Assoccnion (APPA) is located at 1250 Connecticut Ave, NW, Sic 2(X), Washington, DC_' 21X)36, Dan Ratio: Lt/360 TC: 1t/480 TOTAL 55.0 pef job Name: bnelway CSI Truss ID: AZ 1 Drw : C0001 31042-003 BIU 1 .1 X -IDC 0- 1-12 REACT 2260 SIZE MTE) 3.50" 2.41" TC EFL L #1 & Btr. BC 2x4 EFL #1 & Btr. 1x4 lateral VEE (CLS), ® led This truss is designed using the - 2 35-10- 4 2260 3.50" 2.41" 2x6 EFL #1 16-17 nairn,rin,r„A w/2 -10d, located for egal segrents. CR 1x4 'T" Marx nailed flat to edge of veb LBC -97 Cbde. Bldg a -closed = Yes, EYd Zcm = Db 7-17 3802 .52 3-15 673 .30 2>6 EFL SS 17-19 w/ 8d at 8" o.e. CR a scab (sate as wab) an zicatne/ocean Line = NoChtegory = B TC FAKE AXL aU CSI VIER 2x4 EM S� hailed to fare of %eb w/10d at 8" o.c. If Bldg laxjth = 80.00ft, B10 Ffidth = 40.00ft, 1 -3367 .10 .31 .41 2x4 EFL #1 & Btr. 13-15, 17-7 2 are regaired attach !T" to both edges or Meanroof height = 24.26ft, MIS! = 75 2 -2547 .07 .24 .31 PLT ELK 2x4 EFL #1 & Btr. scab to both faces. If 3 or arae are req., Classification = 4, lead Load = 21.0 psf 3 -3601 .11 .24 .35 Plating spec : PMI/'I'PI - 1995 use CTB. 'T" or scab niist be 90* of web 9- 5-14 4 -2963 .08 .20 .28 'IIES EESICN IS 'IIS Ca4P SrIE RES(LT OF lerQth, arri 2x6 if vim' is > 14'-0". CLB 15 5 -25019 .07 .20 .27 hLMPLE IU'tD aksm. design - per bai.lding designer. 7 25- 6- 0 6 -3665 .11 .22 .33 BEPRIlU RID2UIREVENTS shun are based ONLY 13AZE VALLES PER ICBJ RE5E7*KH RER' #1607. 7 -6288 .41 .18 .59 on the truss na:erial at each bearing. Tceded for 10 PSF ria-ccicuzr3nt BCII. 8 -6918 .50 .35 .85 Draaitmgemastbepro✓idaltoavoid peurling. ++++++++++++++++++++++ 5 -7055 .49 .28 .77 FUM3 absm CN GZEIIQ U14EER VALIFS. Umnestaained horiz. IL deflection = .29 in. BC FCRCE AYrL HID CSI 1 2811 .39 .16 .55 2 2810 .39 .08 .47 3 -88 .00 .13 .13 4 68 .01 .36 .36 5 3091 .43 .23 .66 6 5502 .66 .34 1.00 7 6150 .50 .27 .77 8 6321 .51 .27 .78 4EB FCRCE CSI 428E FORE CSI 4-14 1402 .19 5-16 -280 .27 2-12 107 .04 6-16 1468 .65 2-13 -423 .21 7-16 -3461 .58 3-13 -1131 .61 7-17 3802 .52 3-15 673 .30 8-17 -490 .10 13-15 2911 .40 8-18 46 .02 5-15 -216 .19 9-18 -161 .03 fQAX E0-1 r CN (spare) Us"'Al. SYSTEMS W752 752 IN 1,04 15-16 (LIVE) LF -.54" Ik -.33" T= -.87" BC Live .0 of P Joint Locations = 1 0-0-0 11 0-0-0 TpJ 0 Version 06.05.99 2 4'11-11 12 4-11-11 S 3 9- 5-14 13 9- 5-14 S_6-5 4 14- 0- 0 14 13-10- 4 5 18- 0- 0 15 13-10- 4 6 22= 0- 0 16 23- 0- 0 7 25- 6- 0 17 25- 6- 0 8 28- 6- 3 18 30- 0- 4 9 31- 6- 6 19 36- 0- 0 = 10 36- 0- 0 0-4-5 4-11-11 4-6-2 4-6-2 4 -II -0 4 -0 -II 6-6-3 7-5-13 4-11-11 9-5-14 14-0-1) 18-0-0 22-0-0 28-6-3 36-0-0 14-0-0 , 8-0-0 1 14-0-0 1 2 3 4 5 6 7 8 9 10 F-7. 00 _7.001 _ 4.00 -4.00 14 -II -II 1 12-6-11 1 Ili 9-040 10-2-8 u_n_n q MESSyFc A01/� x045982 Dl 2/31/02 CNW. ll 12 13 185 16 17 18 19 4-11:11 _ a 6_2 4-4-6 9-1-127-0-4� _ 5_11-12� s 4-11-11 9-5-14 13-10-4 23-0-0 30-0-4 36-0-0 '1'1'PI6AL PLATE 1.5-3 5/' O/oo Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or Scales 1/8" 1' "H"(16 ga.), positioned per Joint Report. Circled plates and false :) frame plates are Positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 116.0 Wo: BNELWAY This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in C jig: u accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimenlion l accuracy. Dimensions are to be Customer Name: B.0 SAR MFG verified by the component nnmmfacmrer and/or building designer prior to fabrication. The building designer shallascenain that the Inds utilized on Degnr: #LC = 10 da this design meet or exceed the loading imposed by the local building co4e. It is assumed that the top chord is Liter -illy braced by the roof or floor TC Live 34.0 pef DurFacs L=1.15 P=1.15 LLCsheathing and the bottom chord is Literally braced by a rigid sheathing ndcri l directly attached, unless otherwise noted. Bracing shown is for Literal support of compontam members only to reduce buckling length. ']'his component shall not be placed in any environment that will cause the moisture TC Dead 11.0 pef Rep Mbr Bnd 1.15 Us"'Al. SYSTEMS content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM 44 �a45 V",tbpn rl Ur., Colo Springs, CO 80'M7 standards: MANUAL', b rnusu:d, ' UAI.I'I'Y CONTROL S'T'ANDARD FOR MEI'AI. 1'I..A'r]i CONNECTED WOOD Y � Q z ,� _ BC Live .0 of P O.C. ac 2- 0- 0 Sp ung (QST -88), 'HANDLING INS'T'ALLING AND BRACING METAL PLA'T'E CONNECTED WOOD TRUSSES' - (1118-91):nd '11111-91 SUMMARY SII rn- by'rPl. 'rhe'rruss Plate Institute ('1111) is located al 583 D'Onorrm Drive, BC Dead 10.0 pef Design Spec UBC -97 TpJ 0 Version 06.05.99 Madison, Wisconsin 53719. The American Foresl :rad Paper Assocution (AF -PA) is located at 1250 Connecticut Ave, N\1', Ste'_'00, Washington, DC 2(X),16. Da 1 Ratio: L/360 IC: 1t/480 S TOTAL 55.0 pef job Name: bnelway 7-2-13 6-9-3 5-4-4 6-1-12 4-6-4 5-11-12 7-2-13 14-0-0 19-4-4 25-6-0 30-0-4 36-0-0 Truss ID: A3 7 Drw : C0001 31042-004 Bim X -WC REFLT SIZE REIZ'D 1 0- 1-12 2260 3.50 2.41 'IC 2x4 CEL #1 & Btr. BC 2x4 EFL SU4ZARD 1x4 onitit'><nats lateral WEB(CLB) , ® railed w/2 -10d, located fc=r seghr3its. This truss is deigned using the - LBC -97 Clode. 2 35-10- 4 2260 3.50" 2.41" WO: BNELWAY 2x4 EFL #1 & Btr. 11-14 CR 1x4 'T" hr -am nailed flat to ed3e of veb Bldg Eticicsed = Yee, E]Yl 2rne = No 2xG LEL #2 15-16 w/ 8d at 8" o.c. CR a scala (sare as vr])) Rnrl«he/Ocean Lim = No ,FJq� Categc¢y = B TC FCKE AM HID CSI verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on 2� LEL SS 16-18 tailed to face of v --b w/10d at 8" o.c. If Bldg Larlgth = 80.00ft, Bldg Xdth = 40.00ft, 1 -3366 .10 .30 .40 TC Live 34.0 ps f 4EB 2x4 EFL SDMARD 2 are required, attach IT" to )xth edges or Mit roof height = 24.26ft, MLif = 75 support of components members only to reduce buckling length. This component sledl not he placed iu any environment thud will cause the moisture 6-16 scab to f Classificatirn = 4, Dead 7red = 21.0 psf 3 -2477 .05 .28 .34 BC Live 0 of P PLT BLK 2x4 EEL #1 & Btr. use (MR. IT" scab nest be p of web (QST -118), 'IIANDIANG INsTAL.LING AND BRACING METAL PLATE CONNECI'I'?D W00I) TRUSSES' - (IIIIi-91) and '11111-91 SUMMARY ' 4 -2602 .06 .32 .38 Design Spec UBC -97 Plating spec • ANSI/IPI - 1995 length, arra 2x6 if veb is > 14'-0". CLB = I 5 -26CQ .06 .38 .44 Tp5. 0 Version 06.05.99 TILS E>SICN IS THE CIIVEMITE RESULT OF design is per kui.ldn-ig dsigrr:x. Ertl Ratio: 14/360 'IC: 14/480 6 -6265 .34 .56 .91 14IMPLE LOAD CASIM. HATE VALLES PER ICBG RESEARCH REPMT #1607. 7 -6355 .41 .28 .69 EEARI14; I4:7T LF MEMS shoal are Lased CHLY Toaded for 10 PSF oat-mtcxtrivtt BOLL. 8 -6782 .48 .33 .81 on the truss material at each bearing. + + + + + + + + + + + + + + r + + + + + + + 9 -7019 .49 .28 .77 I3airwge mast be prv✓ided to avoid paYling. u-irestrained hcriz. TL dafl.eGtiah = .27 in. HATEr.BASED CNGREEN IUM VAUES. ++++++++++++++ F+++++++ BC FIERCE AXE, HID CSI 1 2812 .39 .17 .56 2 2453 .34 .11 .45 3 .00 .22 .22 4 '90 .04 .31 .35 5 208 .41 .22 .63 6 6�3 .50 .30 .80 i 6 .51 .30 .81 7 6i�K526 J f VEB CSI 4aEB FMCS CSI 5-14 .26 6-15 -415 2-12 ii -327 .09 6-16 4224 .37 .58 4-11-11 4-6-2 4-6-2 ) 5-4-4 6-1-12 6-0-6 4-5-10 3-12 Q 409 .18 7-16 -99 .03 4.11.11 9-5-14-14 14-0-0 19-4-4 25-6-0 31-6-6 36-0-0 3-13 t-641 .56 8-16 -470 .10 - 4-13 193 .08 8-17 -62 .01 14-0-0 8-0-0 14-0-0 4-15 896 .40 9-17 -L58 .03 1 2 3 i t 4 5 6 7 8 9 10 13-15 :2102 .93 - hPX EEY=CN (qh) 7.00 O - W830 IN MEM 15-16 (LIVE) 8-14 LF -.51" Lk -.32" T= -.83" 16-6 1_5-3 Joint I nQ:-±vlC'4 = Tccaticns 1.5-3 MES �Fti 1 0-. 0- 0 10 36- 0- 0 2 4 -Al -3-1 11 0- 0- 0 3 4 ��� S C, 3 5-14 12 7- 2-13 3_4 `�a ��•' 41' 4 14;0-0 13 19-0-0 8"6-5 m 5 19 4- 4 14 19- 4- 4 1.5-3 1.5-3 (u 9-S-1 rte. Q 9 6 22-" 0- 0 15 19- 4- 4 1_ 045982 7 25?; 6- 0 16 25- 6- 0 SHIP 8 28= 6- 3 17 30- 0- 4 5-6 3;4-13 3 9 31f 6- 6 18 36- 0- 0 = 4-4 2, _ 7-10 3- I1-4-13 l J 0 Exp, 12/31/02 > II -4-5 2.5-4 4-I8 2.5-4 = 0-4-5 : CN" P�JP 4.00 1 -4.00 0_8 19-6-0 I t 10-2-8 Q1 6-0-0 _0- 11 12 13 115 16 17 18 7-2-13 6-9-3 5-4-4 6-1-12 4-6-4 5-11-12 7-2-13 14-0-0 19-4-4 25-6-0 30-0-4 36-0-0 TYPICAL PI.ATI's 5-6 - 5/10/00 fruswal Systeme Plates are 20 ga. unless shown by "1811(18 ca.) or Scale: 1/8" 1' "H"(16 ga.), positioned per Joint- Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on this street and give a copy of it to the Erecting Contractor. TBF: 114.4 WO: BNELWAY This design is foram individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of Till and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Com: Customer Name: r B6� U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Ds4nr: #LC - 10 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 34.0 ps f DurFacs L-1.15 P=1.15 LLCSheathing and the bottom chord is laterally braced by a rigid sheathing m aerial directly attached, unless otherwise noted. Bracing shown is for Literal support of components members only to reduce buckling length. This component sledl not he placed iu any environment thud will cause the moisture TC Dead 11.0 pef Rep Idbr End 1.15 TH U M�„d, SY Ur., Saila tipriugx, CO WI'J(17 't'I(UtiP/AL 5Ytir,i, C cuntcnt of the wood exceed 19% and/or cause connccior phis corrueion. Fabric te, luudlc, install :rad brace this uvss in accordance wish the following standards: 'TRUSCOM MANUAL', b 1 nrswal, 'QUALITY CUNTI(Ol. STANDARD FOR METAL. PLATE CONNECTIA) WOOD TRUSSES' y U BC Live 0 of P O C .3pacing 2- 0- 0 (QST -118), 'IIANDIANG INsTAL.LING AND BRACING METAL PLATE CONNECI'I'?D W00I) TRUSSES' - (IIIIi-91) and '11111-91 SUMMARY ' BC Dead 10.0 pef Design Spec UBC -97 s1ifi-ir by Till. Thr Truss Plate Instinne ('1131) is locaicd at 5193 D'Onofrio Drive, Madison, Wisconsin 53719. The Amerism Forest and Paper = I Tp5. 0 Version 06.05.99 Association (AFTA) is located at 1250 Connecticut Ave, N\V, Ste 21st, Washington, DC 2(x)36. TOTAL 55.0 pef Ertl Ratio: 14/360 'IC: 14/480 ]ob Name: binelway Truss ID: A4 Qty: '2 Drw : EM X -IOC RFACr SIZE RE12'D TC 2X6 EFL #2 plat;rrr spec • AIBI/IPI - 1995 + + + + + + + + . + + + + + + .. + + + + + 1 0- 2-12 2128 5.50" 1.50" BC 2x8 EFL #2 THIS I£SIGN IS THE CQ�"TIE RESLLT OF Designed for 7.1 K the�q load implied 2 20- 9- 0 4340 3.50" 1.94" 2>B LFL #1 13-16 RILTTPLE LOAD G%SES. swath along the top =l the hottan 3 22- 0- 0 ;6255 � 3.50" 2.96" 4FB 2x4 LFL SIXtt� PEARIM RE12011 T'ENIS sham are lased agLY partial 4 28- 4- 0 591763.50" 2.78" LurExr elrar alloaables are per NCS -97. on the truss material at each bearing. indicated ati beats) 5 35- 9- 4 2741 5.50" 1.50" Traded for l0 PSF rat-ooncu ret -2 BOLL. PLATE VALIFS PER ICB7 ISI REFC r #1607. ar:d 0 %live load. Dnatiar>r1.33. Partial ILtteric>r auppart or teupc ary shoirg nest Lccatiat of interior bearirgs should be ccr& rLxxworux reaction Max. 888 FLF . TC FCPCE AXL END CSI be in place before erectingru this truss. clearly narked on each truss. Cbrectiat (by others) mast traefer equal 1-2 -3807 .02 .12 .14 L3auage nust be provided to avoid porAui4. + + + + + + + + + + + + + j + + + + + + + + load to each ply (or add -an) shcum. 2-3 -1436 .01 .05 .06 1 ctkars)-to Nail pattern ahoan is for PLF loads only. + + + + + + + + + + . + + + + + + + + + + + 3-4 -2891 .01 .05 .06 prevent rctatirn/tcpplirrj. See HID -91 arra Ctrlsated 1� 14 -Sr be dist-r;h,r, t to UFLIFT RFACITCN(S) 4-5 -2398 .01 .05 .05 AM I 1-1995; 10.3.4.5 ar><i 10.3.4.6. ead, ply �11y. Ch nulti-ply with ��-�{-r�-.}•• 5 -475# 5-6 1767 .11 .03 .14 FLATII� BASED CN (i2F134 LLT1®32 VALLES. use 3" Haile min. into the met This C is designed using the 6-7 3039 .18 .05 .23 2 -PLY! Nail w/lOd QSTIIJ, (NDS -97 Fns more than 2 ply, acyl rail tZ front UBC -97 Cbde. 7-8 2979 .18 .21 .38 Sect. 12) in: TC- 2/ft BC- 4 ft 4MS- 2/ft acllitional ply(s) ��d/o bolts if slnaaz, B1c13 F2rlosed =Yes, F7ud Znue = No 8-9 3500 .21 .44 .65 7RFG LOAD PARTIAL CCNr. RM (FRE -SRR) use any other appraved detail (by others). Iti ricame/OceaiZ Lune = No , F� CAtegoy = B FRCM: TD: ++++++++++++++++++++++ Bldg = 80.00ft, Bldg lfidth= 40.00ft, B` FMM AXL RD CSI -------- ------- 10-11 3481 .17 .11 .29 28' 0" 36' 0" cl a height = 2Dead L, d = = 75 C7aseificatirn = 4, Dead Lead = 21.0 psf 11-12 3603 .15 .33 .48i ----------LOAD CASE #1 IFSICN ICAM ---------------- 12-13 3011 .03 .61 .65 Dir L.Plf L.Loc R.Plf R.Lrc LLvAM 13-0 3011 .03 .84 .87 TC Vett 64.0 0- 0- 0 64.0 36- 0- 0 .50 13-14 3011 .03 .84 .87 BC Vert 20.0 0- 0- 0 20.0 15- 0- 0 .00 14-15 -4121 .00 .97 .97 BC Vett 645.0 15- 0- 0 645.0 36- 0- 0 .37 15-16 -662 .00 .97 '.97 .Type... The X.Lx TC Vert 330.0 5- 0- 0 .38 4FB F= CSI Fff•B FCRM CSI 4-0-0 4-2-9 4-2-9 4-2-9 4-2-9 4-2-9 4 -2 - TC Vert 330.0 31- 0- 0 .38 2-11 9 4-11-0 -818 .05 5-14 -4055 .73 _9 _0 BC Vert 2510.0 14- 0-12 .38 3-11 710 .14 6-14 -1636 .23 4-2-9 8-5-2 12-7-11 16-7-11 20-7-11 24-10-4 29-0-14 33-3-7 - 3-12 -990 .11 7-14 -950 .14, 4-12 1178 .24 7-15 743 .14 •- 14-0-0 t 8-0-0 1 14-0-0 13 5-12 3777 .77 8-15 -12 .07 2-PLYS 1 2 3 4 5 6 7 8 9 MAX EEYIFX.TICN (span) • REQUIRED F -� - L/999 IN NEM 15-16 (=) 7.00 -7.00 1- -.05" D= -.08" Z` -.14" 8-8 5-6 8-8 _= Joint Locations = 1 0- 0- 0 9 36- 0- 0 2 5- 6-14 10 0- 0- 0 3-4 3-4 3 9- 9- 7 11 7- 8- 2 330# 330/1 4 14- 0- 0 12 14- 0- 0 t t 5 18- 0- 0 13 20- 0- 0 8-6-5 2 6 22- 0- 0 14 22- 0- 0 .5-4 2.5-4 8-6-5 Okor ESS/pN 7 26- 2- 9 1 28- 3-14 SHIP S M E q!F 8 30- 5- 2 166 36- 0- 0 C ,`k. ��.• s. ti 5"6 5-6 '9 2 x x4-4 1-12 0-4-5 0-4-5 n 5=6- 4 �045982. p 2510# 10 11 7-8-2 6-3-14� 7-8-2 14-0-0 12 13 14 8-0-0 6-3-14� 22-0-0 28-3-14 15 16 7-8-2 36-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER 5 SUPPORTS H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown ahovp- (p. 12/31/02 ,CNI1. 5/15/2000 Scale: 1/8" a 11 ® VY.1MV11V U Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 134.7 WO: BNBLWAY This design is for an individual building component. It las been based on specifications provided by the component manufacturer and done in Chk: accordance with the current versions of Till and AF -1'A design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Custc er Name: B L U SAR MFG]content verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Degnr: #LC a 26 da this design meet or exceed the loading imposed by the loud building code. It is assumed that the top chord is Laterally braced by the roof or floor TC Live 16.0 pef Dur•Faee L=1.25 P-1.15 LLC ®MS sheathing and the bonom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 16.0 pef Rep Mr Bnd 1.00 4445 Nordiparrk, Drr.., Colo Springs, CO 80907 of the wood exceed 199oo and/or cause connector plate corrosion. Fabricate, handle, install and brace this tress in accordance with the following standards: 'TRUSCOM MANUAL% by'rnaswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - BC Live .0 pa O. C. Spacing 2- 0- 0 (QST -88), -HANDLING INSTALLING AND BRACING mi. rAL PLATE. CONNECTED WOOD TRUSSES' - (11113-91) and '11113-91 SUMMARY BC Dead 10.0 pef Design Spec UBC -97 Tp5.0 Version T6.1.2 SHEET" by'rPl. The Truss Plate Instinue (TPI) is loaned w 5$3 D'Onofriu Drive, Madison, Wisconsin 53719. The Amerism Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 2W, Washington, DC 2003 TOTAL 42.0 pef o.6. 131360 TC: It/360 ob Nam gelway Truss IDAAS : #3W Drw : COW 31042-006 EM X-F6cr S FETID TIC 2X6 DFL #2 Plarim spec : T1SI/`IPI - 1955 "7T -per trust is dw�� using tile1 0- 212 7651 0' 2.72" BC 2i ]ob•Name: bnelway 10 II 12 13 14 15 16 Truss ID: A6 1 6 Drw : C0001 31042-007 PIS X -IOC REP= SIZE READ 1 0- 1-12 2310 3.50" 2.46" TC 2x4 EFL #1 & Btr. BC 2x4 EFL #1 & Btr. 1x4 ca)tinxzts late al VM(QB) , ® This muss is designed using the ' 2 3.5-10- 4 2310 3.50" 2.46" VM 2x4 DFL SMIARD nailed w/2 -10d, lecatedlforsegrents. CR 1x4 'T" brace nailed flat to edge of web LBC -97 Oxle. Bldg EY -closed = Yes, O d Zine = No Tf PLT BLK 2x6 EFL #2 w/ 8d at 8" o.c. CR a scab (care as web) Hzzioane/Ocean Line = No ,Categcry = B TC FCi3-E AXL MU GSI Plating spec • AMI/TPI - 1995 nailed to face of web w/lOd at 8" o.c. If Bldg 80.00ft, Bldg!ldth = 40.00ft, 1 -3588 .15 .43 .58 THIS DESIGN IS THE CO'G SITE RES11<,T OF 2 are wired, attach 'T" to both edges or Nlem roof height. = 24.26ft, MPH = 75 2 -3527 .10 .32 .43 nUITPIE IDAD CAMS. scab to both faces. If 3 of inureare req., classificatiaz = 4, Lid Load = 21.0 psf 3 -2723 .07 .32 .39 BEAMU T�UIIETgNIS shoes) are based CNLYY use CLB. 'T" or scab mast be 90% of web -- ---LOAD CAM #1 DESIGN TOADS --------------- 4 -2230 .05 .22 .27 on the truss material at each bearing. length, and 2x6 if web is > 14'-0". CLB Dir L.Plf L.Loc R.Plf R.Loc UvAM 5 -2230 .05 .22 .27 aA`1E VALLES FER ICBO R.ESEUKH REUU #1607. aminage be des is per b-ldu-g designer- TC Vert 90.0 0- 0- 0 90.0 36- 0- 0 .76 6 -2723 .07 .32 .39 utast provided to avoid pa hrg. Lxaded fcBl 10 PSF rnrocirru rent Bar . BC Vert 20.0 0- 0- 0 20.0 36- 0- 0 .00 7 -3527 .10 .32 .43 8 -3988 ETA= BASED CN GEEN LU43ER VALL&S. Fenoneril: bracing is (ba others) to Type... Ike X.Toc .15 .43 .58 1 BC Live .0 pef prevent rctatlWtq� See HIB -91 and AISI/'IPI 1-1995; 10.3.4.5 and 10.3.4.6. TC Vert 330.0 5- 0- 0 .62 TC Vert 330.0 31- 0- 0 .62 BC 1-U AXL HID GSI BC Dead 10.0 psf Design Spec UBC -97 TpS.b Version 06. 05.99 1 3345 .48 .26 .74 �� TOTAL 55.0 psf Tk£1 Ratio: Lu/360 TC: 14/980 2 2733 .39 .21 .60 1 3 2324 .16 .38 .54 4 2324 .16 .38 .54 5 2133 .39 .21 .60 6 3345 .48 .26 .74 VM F= CSI 4IEB FCRCE CSI i 2-11 k-604 .16 5-14 -208 .13 3-11 k 620 .27 6-14 ' 949 .42 3-12 766 .67 7-14 -766 .67 9-12 949 .42 7-15 620 .27 5-12 -208 .]3 8-]5 -604 .16 4-11-11 4-6-2 4-6-2 -� 4-0-0 4-0-0 4-6-2 4-6-2 4-11-11 � -� � 4-11-I1 9-5-14 14-0-0 18-0-0 22-0-0 26-6-2 31-0-5 36-0-0 - EW, IZI•=CN ( ') L9992 ? f04 12-13 14-11-11 1;-11-11 14-0-0 �4 16 z«q" l 2 3 5 7 8 9 ---= Joint T ocatims 1 0-; 0- 0 9 36- 0- 0 7.00 -7.00 2 4-11-11 10 0- 0- o 3 9-'5-14 11 7- 2-13 fi-fi 2.5-4 6-fi 4 14- 0- 0 12 14- 0- 0 5 18- 0- 0 13 20- 0- 0 _ 6 22- 0- 0 14 22- 0- 0 7 26- 6- 2 15 28- 9- 3 3 4 t 3 4 8 31- 0- 5 16 36- 0- 0 330// 3311N 8-6-5 . 1.5-3 1.5-3 8 6 y s92rcym SHIP t t'n � 3.7 3-7 045982 77 _ 0-4-5 -8 2.5-4 3-7 S=4-43 2.5-4 8-8 =- 0-4-5 7 xp. 12/31/02 it CNIX. 10 II 12 13 14 15 16 7-2-13 6-9-3 8-0-0 6-9-3 7-2-13 7-2-13 14-0-0 22-0-0 28-9-3 36-0-0 Tf Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 15/10/00 Scale: 1/8" = 1' f ga.), positioned per Joint Report. Circled plates and false frame Plates are Positioned as shown above. WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 102.0 WO: BNELWAY 'this' design is for an individual building component. It has been based on specifications provided by the component tmotufacturer and done in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are lobe Chk: Customer Name: 4 U SAR MFG]support verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: #LC - 10 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 34.0 psf DurFaes L=1.15 P=1.15 LLCsheathing and the bottom chord is laterally braced by a rigid sli aping mvercd directly attached, unless otherwise rutted. Bracing shown is for lateral of components members only to reduce buckling length. This component shall not be placed in any environment den will cause the moisture TC Dead 11.0 psf Rep Mbr Bad 1.00 'I'H USR'AU SYSTEMS 4445 Northpark Ur.. Colo Springs, CO 80907 content of the wood exceed 19% and/or cause connector pUe corrosion, fabricate, handle, install and brace this truss in accordance with the following standards: *TRUSCOM MANUAL', b I rtswal, ' UAIXIT COMIT01.. S'T'ANDARD FOR MIi'1'AI_ I'LA'I'I? C;ONNft_"I'I D WOOD 'IRIJS51'sS' - Y Q BC Live .0 pef O.C.Spacing 2- 0- 0 a 1SI (QST -88), -HANDLING INS'T'ALLING AND BRACING METAL PLAT]-- CONNIiCTU) WOOD'I'RUSSI?S' -'(I Illi -90 stud '11111-91 SUMMARY II?li•1' by Tm. The Truss I'L•te Institute (TTI) is loaned at 5x1 D'Onofrio Drive, Madison, Wisconsin 57719. The BC Dead 10.0 psf Design Spec UBC -97 TpS.b Version 06. 05.99 Anneric m latest and I'a er Association (AFPA),is located at 1250 Connecticut Ave, MV, Ste'1tx), Washington, DC20036. f P �� TOTAL 55.0 psf Tk£1 Ratio: Lu/360 TC: 14/980 Job Name: bnelway WARNING stead all notes on this skeet and give a cony of it to the /srecting Contractor. Truss ID: A7 1 Drw -00- EM X -LOC REPLT SIZE REQ -D 1 0- 1-12 1716 3.50" 1.83" TC 2x4 LFL #1 & Btr. lx4 rrntitm=us lateral WE hraC3 7� (CLB), ® UPLIFT RS=CN(S) 2 28- 4- 4 3168 3.50" 3.00" BC 2x4 DFL #1 & Btr. VEB 2x4 EFL S174EIARD trailed w/2 -10d, located for equal seg»Ents. CR 1x4 'T" brace nailed flat to edge of ' eb9 o4ax¢t 3 -182# -411 3 32- 0- 0 937 3.50" 1.50" CEL BLK 2x4 EFL, SLINIDARD w/ 8d at 8" o.c. CR a scab (sare as web) 'Iiia is designed using the 4 35-10- 4 198 3.50" 1.50" Luker shear allanables are per NIM -97. nailed to face of web w/1.od at 8" o.c. If WC -97 Cbcb. support of components members only to reduce buckling length. This component shall not be placed in any environment ticd will cause the moisture TC Dead 11.0 psf Plating q:)ee • ANSI/'IPI - 1995 2 are regrise3 attach 'T" to both edges or Bldg Eihclosel = Yes, EI -A Zane = No TC I- AXL BND CSI THIS DESIGN IS THE O7 CSTIE REMLT CP scab to both facies. If 3 or nrme are req., Furca--he/C�h Line =Ido , E>� Category = B 1 -3067 .12 .75 .87 =FLE LOAD MSE`S. use QB. 'T" or scab oust be 90% of IZ Bldg 80.00ft, Bldg Width = 40.00ft, 2 -2594 .07 .44 .51 BEARI[U Rqc!-TIRENIES7I5 dictn are based ONLY lereth, aryl 2x6 if web is > 14'-0". CLB I�h r�heigl'. = 24.12ft, WE = 75 3 -1614 .02 .26 .28 1 on the truss material at each bearing. design is per huldirig designer. Classification = 4, Dead Load = 21.0 psf 4 -1288 .02 .23 .25 Laacl-A for 10 PSF rton-ootYurrent BCiI . RAaE VALLES PER ICSO REMA[K14 REKIRr #1607. ----------LOAD CASE #1 IESICN LOAM ---------------- 5 -669 .00 .23 .24 Interior support or tetpc>raary shm-ing mast Lnmt-ion of interior bearings shadd be Dir L.Plf L.Loe R.Plf R.Ioe LLt/'IL 6 -885 .01 7 1313 .14 .39 .40 .77 .90 1e in place befcxe eroct' this truss. Permanent bracing is (by others) to clearly norked on each truss. mist be provided to avoid ponding. TC Vert 90.0 0- 0- 0 90.0 28- 6- 0 .76 TC Vert 230.0 28- 6- 0 180.0 36- 0- 0 .67 E 994 .14 .77 .91 �at zotation/tcpp See HIB -91 ad IMI/'IPI 1-1995; 10.3.4.5 10.3.4.6. Gable blocks are 2x 4 O 16.0 in. o.c. I'WX. is face BC Vert 20.0 0- 0- 0 20.0 36- 0- 0 .00 BC FCIkE AM END CSI a¢d PLAMG BASED CN GREEN LL143ER VALLES. <It assured that one of this truss < is sheathed with pl CSB, wood board type... Lbs X.LcC uiem TC Vert 330.0 5- 0- 0 .62 1 2616 .37 2 1833 .26 .50 .88 .25 .51 `Attach seoa7dary top dz�d (if stn rh) with 2-4 plates (2x4) er 3-6 later (2x6) at 24" < eidirrJ or laud siding. If ort, < additional loads nest be catsidered on TIC Vert 330.0 31- 0- 0 .62 3 1074 .07 9 1074 .35 .42 o.c. andlied rotated, in addition to the heel shown. the top < rtaYoattilucias beariri3 q�b1�. htay blocks. .07 5 -136 .00 .37 .95 .37 .37 platirrJ saxidary chord nay he notched for aatico kers as use adegtate stVU far gable a blocks tray lateral )aracirzg 6 -654 .00 7 -676 .00 .20 .20 .51 .51 need. DO NOr NJILii METE SHDVN BY (***). d)e to wind appl1:t h facie. See Mp elsto gable braci�7 L) : . Lateral l in llr>C M7�It 7 7t C�rx Ir�ve IrEB FCI2CE CSI 4&B FCRa: CSI not bean aaheid red unless rated ait>zrwise. 2-11 �7 750 .18 3-u r 839 6-14 132 .05 7-14 less 3-13 4-3-13 1 aryl r ,� the 4-0 gni'�`t(�r 5-4-6� .37 3-12 -854 .68 .52 7-15 -2521 .74 8-7-10 12-11-8 16-11-8 20-11-8 25-3-5 29-7-2 34-11-8 4-12 399 .18 8-15 -960 .24 5-12 1l 477 .21 8-16 -811 .16 14-0-0 I 8-0-0 t 14-0-0 I 5-14 7891 .51 1 2 3 4 5 6 i 7 8 9 14V t Frm:CN (span) • 114/999 Ill ME14 10-U (LIVE) F-- 7.00 f � 77 . 00 Le -.181' Lk -.11" T= -.30" $- 2.5-4 5- ► Joint Locations 1 Oi 0- 0 10 2 5' 4- 6 U 0- 0- 0 7- 6- 44-4-,451rnG�" 5-7 ✓'7 P q: 3 9- 8- 3 12 9 19 0- 0 13 14- 0- o 20- 0- 0 330# 330# ME `e �yC s is ` o- 0 14 6 22- 0- 0 15 22- o- 0 29- 5-12 8-2-13 * A(_$ 3-4 -- x 8-2-13 �`�� �Q V^ �, •9 2 7 26 { 3-13 16 32- 0- 0 ��� / 8 30j 7-10 b 8 SHIP 17 36- 0- 0 p 9 36 } 0- 0 045982 M 0-0- 3-4 3-7 S-33 10 516_( 2. 4 0-0-4 ap. 12/31/02 T 28-4-4 32 a° s CNiN- �P T7TF s pF CA lf�F� t 36-0-0 TYPICAL PLATE : 1.5-3 111 11 12 13 14 15 7-67-6_4 6-5-12 1 8-0-(_ 1 6-512 7-6-4 14-0-0 22-0-0 28-5-12 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown ahove. 16 17 7-6-4 36-0-0 OVER 4 SUPPORTS 5/10/00 Scalet 1/8" - 1' WARNING stead all notes on this skeet and give a cony of it to the /srecting Contractor. TBF: 112.7 Wo: BNELWAY This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: Customer Name: accordance with the current versions of TI'1 and ARIA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be BL U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascenahn til the loads utilized on Dsgnr: #LC - 16 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Literally braced by the roof or floor TC Live 34.0 psf DurFaee L=1.15 P=1.15 ® LLC sheathing and the bottom chord is laterally braced by a rigid sheathing InaterLd directly attachra ed, unless otherwise noted. Ilcing shown is for Literal support of components members only to reduce buckling length. This component shall not be placed in any environment ticd will cause the moisture TC Dead 11.0 psf Rep Mr Bnd 1.00 h'kuXa'AI. SYSI'RMS 4448tivalLlr ra Ur., W. tiprinxe, CO W)'N17 enntent of the ward exceed 19% and/or arose connector pL'ue corrosion. Iabricate, kindle, insLIll and brace this nosh in accordance with the following standards: "I'R1JS(:OM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAI. PLATE CONNEC1'IS) WOOD TRUSSES' - BC Live .0 sf P O. C. ae S P 4 2- 0- 0 (QST -as), 'IIANDI.INO INSTALL.INU AND BRACING METAL PLATE' CONNECTED WOOD TRUSSES' - (11111-91) and '11111-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SHEET' by Tpi. The Truss Plate Institute (I'I'I) is located at Sea D'Onofriu Drive, Madison, Wisconsin 53719. The Anneriaun Forest and Paper Tp5. 0 Version 06.05.99 Association (AFPA) is located at 1250 Connecticut Ave, NW, Sic'_W, Washington, DC 20036. TOTAL 55.0 psf Defl Ratio: 1{/360 TC: L4/480 Job Name: bnelway WARNING Read aU notes on this street and drive a cony of'it to the Erecting Contractor. Truss ID: AS 1 Drw : L000 131042 -009 This design is foram individal building component. 11 has been based on specifications provided by the component Immafacmrer and dune inCuetemner TC 2x4 DFL #1 & Btr. THIS DESICT IS THE C114PW1TE RESUZ OF 'This truss is designed using the Name: �! SAR MFG shall ascertain that the loads utilized on This design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor = BC 2x4 DFL #1 & Btr. M(II,TIFLE LOAD CASES. LBC -97 Cocom. ® LLC sheathing and the bottom chord is later -ally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for L-uenl xuppon of components members only u, reduce buckling length. This component shall not be placed in any environmcm chat will cause the moisture CBT. BLK 2x4 DFL SU*UARD B� REIIJIFO EE M sham are based ONLY Bldg Eh-Acsed =Yea, End 2rne = No Joint Locatims 1 0- 0- PLATE VALLIS PER ICBG RESEARCH RE=#1607. Drainage must be to avoid on the truss nater) al at each bearing. Traded for R=cane/OoeM Line = No , F!xp Cgi 2 0 2- 0- 0 24 25 2- 0- 0 3- 9- 0 provided pond rrd. FLAIMr. BASED CN CSI IIVIBER VALE. 10 FSF nab-ccriawrent B;IL. Pernmerit bracing ie (by to Bldg Length = 80.00ft, Bldg Width = 0.00ft, 3 3- 9- 0 26 4- 8- 0 End verticals d�igr)ad f� axial loads ably. regiti ad others) pre-litrctatirn/tq�lirg. See HID -91 and Mph height = 24.26ft, MPH = 75 C#assificatirn = 4, Dead Load = 21.0 pef 4 4- 8- 0 27 6- 0- 0 El -ii verticals that are ed�- above or SAI' I/ I 1-1995; 10.3.4.5 ar] 10.3.4.6. -- -------LOAD CAM #1 DESIGN TICS ---------------- 5 6- 0- 0 28 7- 4- 0 bels^' the truss profile (if any) nay rra4.uxe <It is assured that ante face of this trues Dir L.Plf L.Lec R.Plf R.Loe 6 7- 4- 0 29 8- 8- 0 ad-liticnal design mhsideratian (by otlr�s) < is sheathed with ply,,00c] OSB, vood board TC Vert 90.0 0- 0- 0 90.0 28- 6- 0 .76 7 8- 8- 0 30 10- o- o f� lateral f dee to wird or seie»ic < sidiah3 or har�rd siding. If rot, BC Vert 20.0 0- 0- 0 20.0 28- 6- 0 8 10- 0- 0 31 11- 4- 0 loads on the buil �h3• < ad3itrrnal loads mast be asnaideeed on .00 .Type, , , Lbs X.Lrc IL./`iT. 9 10 11- 4- 0 12- 8- 0 32 33 12- 8- 0 14- 0- 0 < nzr-caritimais bearing a les. h13y use ada4tate staples fc� gable bloc -k.. TC Vert 330.0 5- 0- 0 .62 ll 12 14- 0- 0 15- 4- 0 39 35 15- 4- 0 16- 8- 0 Cable blocla3 traylateral bracing the to wind appli to the fay. See detailave 4 18 0- 0 37 19- 4- 0 Lateral 1 s in l line with dads hg 15 19- 4- 0 38 20- 0- 0 nct been cuhsideved unless rated otherwise. 16 20- 8- 0 39 20- 8- 0 These loads aril their can-ne--tioas are the 17 227 0- 0 40 22- 0- 0 raepcnsibility of the b-tildirg designer. 18 23- 4- 0 41 23- 4- 0 19 24= 8- 0 42 24- 8- 0 - 20 26- 0- 0 43 26- N 0 21 27- 4- 0 44 27- 4- o 22 28- 6- 0 45 28- 6- 0 2-0.0 2-8-0 2-8-0 2.8-0 2.8.0 2-8.0 2-8.0 2-8-0 2-8-0 2-8-0 2-0-0 4-8-0 7-4-0 10-0-0 12-8-0 15.4-0 18-0-0 20.8-0 23-4-0 26.0-0 S 14-0-0 1 2 .? 4 5 6 7 8 9 I 8-0-0I 6-6-0 10 11 12 13 14 15 16 17 18 19 20 21 , 1 7.00 _7 00 T1111ICA1, PLATI? : 1.5-3 8-6-5 ±-4 =0-4-5 2.5-4 2860 2-6-0 .7-6-0 2? 24 25 26 27 28 29 30 31 32 33 34 35 36 373839 40 41 42 43 49 S7,UI3 1-0-0 2-8.0 2.8-0 1-8.0 2-8-1) 2-8-0� 2-8-0 2-8-0 218-0 2.8_0 2-0-0 4-8-0 7-4-0 lawn 12-8-0 1.1-4.0 18-0-0 20-8-0. 23-4-0 26.0-0 T 8-6-5 SHIP 4-8-13 1 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown ah - w cc 9 a I.A045982 p.112/31/02 `CNk\-i 5/10/00 Scalet 5/3211 1' WARNING Read aU notes on this street and drive a cony of'it to the Erecting Contractor. TBF: 131.3 Wot BNELWAY This design is foram individal building component. 11 has been based on specifications provided by the component Immafacmrer and dune inCuetemner BL accordance with the current versions of'1'111 and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component tnanufacmrer and/or building designer prior to fabrication. 'Phe building designer Dsgnr: #LC 10 Name: �! SAR MFG shall ascertain that the loads utilized on This design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor = da TC Live 34.0 pef DurFacs L=1.15 P=1.15 ® LLC sheathing and the bottom chord is later -ally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for L-uenl xuppon of components members only u, reduce buckling length. This component shall not be placed in any environmcm chat will cause the moisture TC Dead 11.0 pef Rep Mbr Bind 1.00 '11111 N,ohl SYSI . C aaa5 tdonbtr rlc Ur.. Col" Sprwge, Co bpN)7 content of the wood exceed 19% mud/or anise connector pile corrosion. IaLrictc, handle, instill and brace this Iniss in accordance with the following standards: 'TRIJSCOM MANLIAL.', 6 1 r ! Y' lvswal, 'QIJN.I'I'Y CUN'1'ROI. S'I'ANUARU FOR Mli I'AL I'LA'I'I. Cf1NNli<.I'IiD WUOI)'I'RUSSI?S' - BC Live . 0 P of O.C. Spaoing 2- 0- 0 (QST -8x), 'HANDLING INS'rALLING AND BRACING METAL PLATIi CONNE.CTED WOOD TRUSSES' - (11111-91) and '1110-91 SIJMMARY SIIEE7" by'rm. The'rnhss Plate Institute (I'Pp is loatcd at 5x3 D'Onofrio Drive, Madison, Wisconsin 53719. 'rhe BC Dead 10.0 pef Design Spec UBC -97 TP5'.1 0 Version 06.05.99 Amerism Forest and Paper Association (APPA) is located at 1250 Connecticut Ave, MV, Ste ^_00, �Vashingwn, DC 2(1036. - Defl Ratio: L/360 TC: 11/480 TOTAL 55.0 psf ]oh Name: bnelwa WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: B : 1 Drw : This design is for an individual building component. It has been based on specifications provided by the component nutnufacmrer and done in TC 2x4 EFL #1 & Btr. TICS LEsiczi IS THE CmSrm I Eaw OF Custemner Name: This truss is deer cyte- using the verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: #LC - 9 da EC 2x4 EFL #1 & Btr. MIIaTTPLE LOAD CASES. ' DurFacs L=1.15 P=1.15 LBC -97 Cbcie. and the bottom chord is Laterally braced by a rigid sheaihung tretlerial directly attached, unless otherwise•noted. Bracing shown is for Literal q !Joint support of components members only to reduce buckling length. 'rhis component shall not be placed in any enviroiunem 111.11 will cause the moisture TC Dead 11.0 psf (IL, BLK 2x4 EFL 3� ATE VALLBS FM ICBG I0TAIKI-I ISP #1607, BFARIM REIZ1IREMENM sham are based CNLY the truss at bearing. of the wood exceed 1970 and/or cause connector Lite corrosion. Fabricue, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', b I ruswal, ' UALITY CONTROL STANDARD FOR METAL I'LATG CONNEC'1'1?D Wool) TRUSSRS Y Q z• _ 'HANDLING Bldg B -closed = Yes, aid 7rne = No 1 LOCations 0'- 0- 0 16 0- 0- 0 <It is assunad that are face of this rs5tss on uaterial eardz l?lATTI� BASED CN CpEIIQ LU�i2 VALLES. Design Spec UBC -97 Ilarricane/Coean Lim = No , = B Bldg Length = 80.00ft, Bldg Kith 40.00ft, 2 3- 7-12 17 3- 7-12 < is sheathed withpl CSB, vcod board TOTAL 55.0 psf Defy Patio: h/360 TC: Lt/480 = Mean roc height = 23.48ft, NM = 75 3 4-]1-12 18 4 -ll -12 rc� < sidior sidiiU. If not, Classification = 4, Lead Iced = 21.0 psf 4 6- 3-12 19 6- 3-32 < additrrnal loads mast be considered an 5 7- 7-12 20 7- 7-12 < rr-n-amu xxis- 6 8-111-12 21 8-11-12 May use adastaples V gable blocks. 7 10a 3-12 22 10- 3-12 le blgaate ocks may r� ]atesal bracuig 8 11`- 0-12 23 11- 0-12 dae to wind applied to the face. See 9 11= 9-12 24 11- 9-12 71uS%als gable bxacirg dEtail(s). �im 10 11 13= 1-12 144 5-12 25 26 13- 1-12 14- 5-12 Lateral l with the chords have rot been considered unlees rioted ctlr3wise. t 12 L`'- 9-12 27 35- 9-12 Time loads and their o=iectiens are the 13 17- 1-12 28 17- 1-12 responsibility of the h'i ldirg designer. 14 18= 5-12 29 18- 5-12 15 22- 1- 8 30 22- 1- 8 t 3-7-12� 2-8-0 t 2.8-1_1 2-1-0� 2-1-0 2,Y0 2-8.0 3-7-12 1 3.7-12 I13-12 8-11.12 11-112 13-1-12 15-9-12 18:5-12 22-1-8 f 11-0-12 11-0-12 l 2 3 4 5 6 7 t8 9 10 11 12 13 14 151 7.00 - 6-10-10 34 -L0-5-3 0-1-1 7-d 0-:h0 4.50 -4.50 0-:h0 10-9-12 1 10-9-12 t 22-I-8 11-3-4 --I 0-3-4 STUB 16 17 IS 19 20 21 22 23 24 25 26 27 28 29 30 STUD j- 7-12 2-8-0 2-8-0 2-1-0 2-1-0 2-8-0 2-8-0 3.7-12 TYPICAI, PLATE 1.5-3 3-7-12 6-3-12 8-11-12 11-0-12 13-1-12 15-9.12 18-5-12 22-1.8 Truswal Systems Plates are 20 ga, unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT "H"(16 ga.), positioned per Joint Report. Circled plates and false frame elates are nositioned as ahem„ cEss 0 05982 :3 9 12!31/02 CN1� OF 5/10/00 Scale: 7/321' - 11 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 50.7 WO: BNELWAY This design is for an individual building component. It has been based on specifications provided by the component nutnufacmrer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Cyk: Custemner Name: B L U SAR MFG]content verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: #LC - 9 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 34.0 psf DurFacs L=1.15 P=1.15 LLCsheathing and the bottom chord is Laterally braced by a rigid sheaihung tretlerial directly attached, unless otherwise•noted. Bracing shown is for Literal support of components members only to reduce buckling length. 'rhis component shall not be placed in any enviroiunem 111.11 will cause the moisture TC Dead 11.0 psf Rep Mbr Bncl 1.15 4445TROSWALNoah SYSTEMS au5 Nor{Lar rl Un, Colo Springs. CO rt0907 of the wood exceed 1970 and/or cause connector Lite corrosion. Fabricue, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', b I ruswal, ' UALITY CONTROL STANDARD FOR METAL I'LATG CONNEC'1'1?D Wool) TRUSSRS Y Q z• _ 'HANDLING BC Live .0 psf O.C. Spacing 2- 0- 0 4 (QST -:<x), INSTALLING AND BRACING METAL HATE CONNE(71?D WOOD TRUSSES' j (I IIB -91) and 'ILII) -91 SUMMARY 'r' 'rhe'rrass BC Dead 10.0 psf Design Spec UBC -97 Sim',by'rPl. I'Lue Institute ('1111) is lmwled al 5x3 D'Onnfrio Drive, Madison, Wisconsin 53719. Rrhe Atneric m Forest and Paper TpJ0 Version 06.05.99 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 55.0 psf Defy Patio: h/360 TC: Lt/480 ob:Name: bnelway WARNING Read all notes on this sheet and gave a copy of it to the Erecting Contractor. Truss ID: B1 Qty: 10 Drw : - lM X -IOC RFALT SIZE REQ'D TC 2x4 DFL #1 & Btr. Plating spec : ANSI/IPI - 1995 'This truss is designed using the 1 b- 5- 0 1242 3150" 1.50" BC 2x4 EFL #1 & Btr. THIS LESION IS THE CZlvIPWITE FICO' OF LBC -97 Clxle. 2 22- 3- 0 1242 3.50" 1.50" VIES 2x4 EFL SIR CARD KIMPLE LOAD CASES. Bldg Et -closed = Yes, End Zrne = No TC KKK AXI, HO CSI 2>6 EFL #2 3-8 Y= 2x4 DFL #1 & Btr. BEARIM F[D2JIREIVMM shooni are based CNLY the truss H x1c ane/0--em Line = No , Category = B N v pert to Springs, CO 2Sm907 standards: MANUAL', by'rntswal, 'QUALI'T'Y CONTROL. STANDARD FOR METAL PLATE CONNEC'T'ED WOOD TRUSSES' - on material at each bearing. Bldg Iaxjt]h = 80.00$, Bldg FTidth = 40.00ft, 1 -4273 .22 .27 .49 + + + + + + + + + + + + + + + + + + + + + + PLATE VALIES FFR ICBO RESEAR H REFMT #1607. Mean roof heigiht = 23.48ft, MPA = 75 2 3 -3320 .17 -3319 .47 .64 Ll�trained hrriz. LL deflection = .34 in. + + + + + + + + + + + + + + + + + + + + (by adhre) to Permanent. bracing ised e C9 assificatian = 4, Dead Load = 21.0 psf 4 .17 =4273 .22 .47 .64 .27 .49 + + PLA= BASED CNt3RalN LIM2ER VALIFS. prevent rct�iticWtcpp See HIB -91 and PrSI/'IPI 1-1995; 10.3.4.5 and 10.3.4.6. ----------LnAD (]ASE #1 MICN ILAZIS ---------------- Dir L.Plf L. Io-- R. PH R.Loc LLvAM 1, ' TC Vest 90.0 0- 3- 4 90.0 22- 4-12 BC FLfCE AXL EM CSI .76 BC Vert 20.0 0- 3- 4 20.0 22- 4-12 1 2 3853 .55 3880 .21 .75 .00 'TTyyppee TVs X Lon 3 .55 3880 .55 .23 .78 .23 .78 BC Veit 50.0 11- 4- 0 .62 4 3853 .55 .21 .75 ! 4;EB FL%£ CSI VE.B FCRM CSI 2-7 9 79 .03 4-8 -832 .40 2-8 E-832 .40 4-9 79 .03 j 3-8 x'2736 .39 s IW, LEFLE)✓ CN (span) L/591 IN PO4 7-8 (LIVE) L= -.44" D= -.27" T- - 71" -= Joint Locations -= 1 0-1 0- 0 6 0- 0- 0 2 510- 0 7 5-10- 0 3 ll� 0-12 8 11- 0-12 4 16= 3- 8 9 16- 3- 8 5 22;' 1- 8 10 22- 1- 8 i M V f 5-1 5 -1(I -(I 5-2-12� 5-2_I2� 5-111-0 5-10-0 11-0-12 16-3-8 22-1-8 11-0-12 1I-0-12 1 2 t3 4 5 F7 00 -7.001 - K4-6 7 0-:j0 4.50 1 -4.50 _ 0-�0 10-9-12 10-9-12 t 0-3-4 S'I'U13 6 -0 7 8 5-10 5-2-12 5-2-12 i 5-10-I) I1-0-12 -16-3-8 Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown ahovP 0-3-4 5-10-010 STUB 22-1-8 Q��G vvC^/q 4� C `tee � M Essy��c i C045982 Dl 9 xp.12/31/02 �r q,�C� vaUFpP 5/10/00 Scale: 7/32" = 1' ® WARNING Read all notes on this sheet and gave a copy of it to the Erecting Contractor. TBF: 50.7 Wo: BNELWAY This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: accordance with the current versions of'rPI and AFPA design sw ndards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Customer Name: L U SAR MFG]content verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dog=: #LC - 9 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 34.0 pef DurFaes L=1.15 P=1.15 LLC and the bonom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateralMMM7support of components members only to reduce buckling length. This component shall not be placed in any environment dont will cause the moisture TC Dead 11.0 pef Rep Mbr Bnd 1.00 'I R SYSTEMS of the wood exceed 1990 and/or cause connector plate corrasion. habricate, handle, install and brace this suss in accordance with the following 'TRUSCOM N v pert to Springs, CO 2Sm907 standards: MANUAL', by'rntswal, 'QUALI'T'Y CONTROL. STANDARD FOR METAL PLATE CONNEC'T'ED WOOD TRUSSES' - BC Live . 0 of P O.C. S pacing 2- 0- 0 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (11111-9q and 'HIB -91 SUMMARY BC Dead 10.0 pef Design Spec ABC -97 TpS.. 0 Version 06.05.99 SHEET' by TPI. The Truss Plate Institute ('rpp is located at 583 D'Onnfrio Drive, Madison, Wisconsin 53719. The Amerism Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NN%f, Ste 200, Washington, DC 20n36. TOTAL 55.0 pof Defl Ratio: It/360 TC: 14/480 job Name: bnelway Truss ID: B2 1 Drw 1-0 - EM X -IOC REZT SIZE REQ'D 'IC 2x4 DFL #1 & Btr. Plating spec : ANSI/'IPI - 1995 'This demi based rn c3 =d bracing applied 1 0- 5- 0 2219 3.50 2.37 BC 2xG EFL SS 'THIS IESIIN IS '11-1E oC4rMrM RESLLT OF per the Pollcwi.tg eari�edil.e: 2 22- 3- 0 2219 3.50" 2.37" 4tEB 2x4 EFL STP EAE PLII,TLPLE LOAD CAMS. maK o.c. fran to 2x4 DFL #1 & Btr. 11-4 EEARIM QIS shomi are based ONLY BC 120.0" 0- 3- 8 3- 6- 8 Tr Ftp AXL BM CSI PLATE VATSES PER ICB0 RESEARC14 REKIRT #1607. on the truss material at eadi bearing. BC 120.0" 19- 1- 8 22- 4- 8 1-2 -5209 .28 .54 .82 PTAMU BASED IN G1 EE T LUIER VALCES. I tangs bracirx3 is irec�tiiva (by ctlters) to This truss is designed using the 2-3 -4245 .16 .10 .25 pt rctaticn/tc}ap r3. See HIB -91 and LUC-97 Code. 3-4 -3307 .10 .10 .19 C AIS I 1-1995; 10.3.4.5 end 10.3.4.6. Bldg a -closed = Yes, Fled Zcm = No 4-5 -3307 .10 .10 .194512- 5-6 ��/ 5-6 -4,245 .16 .10 .25 - rola - 1o, , & drn%e le Bldg = 80.00ft, Bldg width = 4o.00ft, 6-7 -5209 .28 .54 .82 Meanheight = 23.98ft, MPH = 75 t�C�L 7 re, CZassificatirn = 4, IYad Inad = 21.0 psf II FCIKE AM END CSI Y rb----------LSD C7aSE #1 IFSIIN LO(DS ---------------- 8-9 4860 .36 .43 .79 Dir L.Plf L.Ioc R.Plf R.Loc Llt/'II, 9-10 4773 .36 .0 .4671C Vett 64.0 0- 3- 4 64.0 22- 4-12 .50 10-11 3790 .28 .09 .37 �j�/�� p�J� �/;{. � BC 7V�yexptee 20.0 0- 3- 4 20.0 22- 4-12 .00 12-13 4773 .36 .101 .46 i BC -Vert 126' 2X.0- 0 .38 .L 13-14 4860 .36 .43 .79 J�jNy((i i�r (ice �Lf IAA - BC Vert 50.0 11- 4- 0 .38 BC Vert 1265.0 20- 8- 0 .38 NiEB RISE CSI 4&B Ft1d:.£ CSI 2-9 360 .11 5-11 -714 .14 2-10 -843 .17 5-12 421 .17 3-10 421 .17 6-12 -843 .17 3-11 -713 .14 6-13 360 .11 4-74-714 3-2-7 a 3-2-7 3-2-7 3-2-7 4-7_14 4-11 3060 .39 4-7-14 7-10-5 11-0-12 14-3-3 17-5-10 22-1-8 I'M LgLF MM (sin) 11-0-112 11-0-12 1,/955 1A M94 10-11 (LIVE) 1 2 3 4 5 6 7 IF -.20" 1k -.33" T'- -.53" --_= Joint Isc2tions - F -7.00 0 1 0- 0- 0 8 0- 0- 0 2 4- 7-14 9 4- 7-14 6-6 3 7-10- 5 10 7-10- 5 4 11- 0-12 11 ll- 0-12 5 14- 3- 3 12 14- 3- 3 6 17- 5-10 13 17- 5-10 3-4 3-4 7 22- 1- 8 14 22- 1- 8 6-11-10 3-4 3-4 6-11-10 3-4 3- SHIP �oQROFESS/0,V 3 - -4 2.5-4 4 3 11 � Q� MFssq�yc� I()-6-3 4 III -6-3 Cr -A-- ---- - :0 3-3-0 I 1 3-3-0 0-1W5# 4.50 1 -4.50 1265// 0-01-4 11-0-H I I 11-0-8 0-3-4 , 0-3-4 STUB 8 9 10 11 12 13 14 STUB 4-7-14 I 3-2-7 3-2-7� 3-2_-7 3-2-7 I 4-7_114 TYPICAL PLATE, : 1.5-3 4-7-14 7 -III -5 II -0-12 14-3-3 17 -5 -III 22-1-8 'rruswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false 5/18/2000 Scale: 7/32" - 11 WAKIV1lV U Read all notes on this sheet and give a cow of it to the Erecting Contractor. TSF: 66.0 WO: BNELWAY This design is for an individual building component. It has been based on specifications provided by the component tremufacturer and done in Chk: Customer Name: accordance with the current versions of'I'PI mud AFI'A design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B LU SAR MFG verified by the component nnvnufacmrer and/or building designer prior in fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: #LC - 9 da this design meet or exceed the lording imposed by the local building code. h is assumed that the top chord is Literally braced by the roof or Boor TC Live 16.0 pef DurFaes L=1.25 P=1.15 LLC sheathing and the bottom chord is Literally braced by a rigid sheathing m.uercd directly attached, unless otherwise noted. Bracing shown is for Literal support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 16.0 pef Rep Mr Bnd 1.00 'tusRSu. A1S, content of the wood exceed 199 and/or cause connector plane corrosion. Fabricate, handle, install and brace this muss in accordance with the following "fRUSCOM 'QUALI'T'Y BC Live .0 pef O.C.Spacing 2- 0- 0 4445 Nonbparl• Ur.rk Dr.Colo tiprings, CO fiOM7 standards: MANUAL', by'rmswal, CONTROL. STANDARD FOR Mli m, PLATE CONNEC'T'ED WOOD TRUSSES' - (QST -SX), 'IIANDLING INS'l-AL LING AND BRACING METAL M.ATI; C•ONNixm-D WOOI) TRUSSI S' - (1118-91):ntd'11113.91 SUMMARY BC Dead 10.0 pef Design Spec UBC -97 MWET, hy'ITI. The Truss PLue Instiune (TPI) is hhcakd at 583 U'Onoirio Drive, Madison, Wisconsin 5;1719. The American F'dress and PaperDefl ^42.0 Ratio: 14/360 TC: 1{/360 Tp5.0 Version T6.1.2 Association (A ITA) is loaded at 1250 C'onucoicut Ave, NW, Ste *2M. Washington, D( -'21M36. TOTAL pef job Name: bnelway t2C(� 7-11-44 Truss ID: C 6 Drw - BFr- :, X -IOC RFAGT SIZE REQ'D 'IC 2X6LFL #1 Plating spec : AMSI/'IPI - 1995 UPLIFT RE7IC W(S) 1 0- 1-12 1105 3.50" 1.50" 2x4 EFL #1 & Btr. 1-2 THIS MIGN IS THE GavIP ISMU FM LT OF ap>lrt 2 -19# 2 13-10- 4 1263 3.50" 1.50" BC 2x4 LFL #1 & Btr. MLIMPLE LLD CASES. HMIOWI€aL I0MCN(S) : 'IC VEB 2x4 LFL SD*1ARD BE7a IWJIRFI�ENM sho n are based CNBC1 = 238# FUKE AM END ID CSI PLATE VALIIFR ICBG RFSEn.%Ii RE= #1607. on the truss material at eadi bear3rig. 2 238# 1 -963 .02 .56 .58 PIATII� BASED CN GREEN UPM VAUES. Laa�i for 10 PSF r on-corcu ra��t BOIL. Zhis ass is designed using the 2 -159 .00 .36 .36 frame plates are positioned as shown above. 2nd verticals designed for axial loads only. IBC -97 Code. WARNING Read all notes oil this skeet and give a copy of it to the Erectilig Contractor. a -d verticals that are e>� abco e or Bldg aiclosed = Yes, ae 2me = No BC FENCE AXL BND CSI This design is for all individual building component. It has been based on specifications provided by the component tremufacnu'er and done in below the truss profile (if arty) tory regA a HED cane/C>aaai Line = No , C'itepory = B 1 7U7 .10 .29 .39 accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be additic al design oamideraticn (by (pthers) Bldg Length = 80.00ft, Bldg dth = 40.00ft, 2 711 .10 .25 .36 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain tat the buds utilized oilDognr: for lateral form die to wind our seismic Mean roof height = 24.09ft, M1EH = 75 this design meet or exceed the boding imposed by the local building code. It is assumed that the top chord is Laterally braced by the roof or floor loads on the building• Dead Classification = 4, d Load = 21.0 pef 4d•B FCFSE CSI VM FORCE CSI sheathing and the bouom chord is Laterally braced by a rigid shecdhing nstercd directly' unless otherwise rural. Ih:acing shown is for I•deral support of components members only to reduce buckling length. This component shall nut he planed in any environment that will mutase the moisture )-5 295 .12 3-6 -278 .31 Rep Mbar Bnd 1.15 4445lWrihpark D .Colo Springs. CO 80907 content of the wo(al exceed 19% and/or canisc connector plde corrosion. Fahriwtc, handle, insudl and brace this muss in accordance with the following standards: 'TRUSCOM MANUAL', by'l'rusw:d, 'QIJAI.ITY CONTROL STANDARD FOR METAL PLATE CONNEC ITT) WOOD 'TRUSSES' - 2-6 -840 .84 O.C, as 2- 0- 0 � �4 (QST -Ric), -HANDLING INSTALLING AND IIRAL'IN(i METAL I'le\'I'F (:ONNI7CI'IiD WOOD TRUSSES' - (Illlt-9l):ntd 'IIIID-91 SUMMARY 'I'he'I'ntxs MP,X EEFIFS.TICN (span) ' Design Spec UBC -97 TP5.. 0 Version 06.05.99 SI II?I?7" by'ITI. I'L•ate Insliurte ('I'I'I) ie located ai 5K3 U'(hudriu Drive, Madison, Wisconsin 53719. The Antericm Itorul and Paper Association is located LV999 IN t4EM 4-5 (LINE) (APPA) at 1250 Connecticut Ave, N%V, Ste 2W, Washington, DC 20036.TOTAL LF -.09" Dk -.05" T= -.14" Dan Ratio: 1(/360 TC: 1/360 Y = Joint To t-icns 1 0- 0- 0 4 0- 0- 0 2 7- 2-13 5 7- 4- 9 3 14. 0- 0 6 14- 0- A 7-2-13, 6-9-3 7-2-13 14-0-0 1 2 3 t F-7.00 7.00 10-9-14 0-4-5 8-6-5 12-3-2 SHIP M FSS'-i w (C� o. 045982 Exp. 12/31/02 y STgTF OF NA EoP�\� 3 t2C(� 7-11-44 t 14 -11 -II i 4 5 7-4-`9 i 6-7-7 s t 7-4-9 14-0-1) 5/10/00 T Truswal Systems Plates are 20 ga. unless shown by 18"(18 ga.) or„ "H"(16 ga.), positioned per Joint Report. Circled plates and false Scales 1/8 = 1 , 5 frame plates are positioned as shown above. WARNING Read all notes oil this skeet and give a copy of it to the Erectilig Contractor. TBF: 45.3 WO: BNELWAY This design is for all individual building component. It has been based on specifications provided by the component tremufacnu'er and done in Che: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Cuatcmer Name; BL U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain tat the buds utilized oilDognr: #LC - 10 da this design meet or exceed the boding imposed by the local building code. It is assumed that the top chord is Laterally braced by the roof or floor TC Live 34.0 of P DurFaoe L=1.15 P=1.15 �,- LLC sheathing and the bouom chord is Laterally braced by a rigid shecdhing nstercd directly' unless otherwise rural. Ih:acing shown is for I•deral support of components members only to reduce buckling length. This component shall nut he planed in any environment that will mutase the moisture TC Dead 11.0 po f Rep Mbar Bnd 1.15 4445lWrihpark D .Colo Springs. CO 80907 content of the wo(al exceed 19% and/or canisc connector plde corrosion. Fahriwtc, handle, insudl and brace this muss in accordance with the following standards: 'TRUSCOM MANUAL', by'l'rusw:d, 'QIJAI.ITY CONTROL STANDARD FOR METAL PLATE CONNEC ITT) WOOD 'TRUSSES' - BC Live .0 of p O.C, as 2- 0- 0 � �4 (QST -Ric), -HANDLING INSTALLING AND IIRAL'IN(i METAL I'le\'I'F (:ONNI7CI'IiD WOOD TRUSSES' - (Illlt-9l):ntd 'IIIID-91 SUMMARY 'I'he'I'ntxs BC Dead 10.0 paf Design Spec UBC -97 TP5.. 0 Version 06.05.99 SI II?I?7" by'ITI. I'L•ate Insliurte ('I'I'I) ie located ai 5K3 U'(hudriu Drive, Madison, Wisconsin 53719. The Antericm Itorul and Paper Association is located o (APPA) at 1250 Connecticut Ave, N%V, Ste 2W, Washington, DC 20036.TOTAL 55.0 paf Dan Ratio: 1(/360 TC: 1/360 Y ]ob,'Name: bnelway 7.00 F DO Truss ID: C1 : 4 Drw - bM'. X -IDC REAL7 SITE E02 -D TC 2x5 DFL #1 Plating gcec : AMI/IPI - 1995 UPLIFT IU=CN(S) 1 0- 1-12 770 3.50" 1.50" 2x4 DFL #1 & Btr. 1-2 THIS EESI(N IS TIE CC1,UCSITE RESLII.,T OF seg*crt 2 -19# 2 13-10- 4 1263 3.50" 1.50" BC 2x4 EEL #1 & Btr. KL77PLE LOAD CASES. InU21MIAL REPLTICN(S) : 8.8 4EB 2x4 EFL SD*1A D EEA1UM FIW� sh3.an are based CNLY seyepe>rt 1 238# TC FCRfE AXL END CSI PLATE VALLFS EM ICBG RESEARCH RETQII' #1607. on the truss.naterial at eadn bearing. stgjoc1.•t 2 238# 1 -963 .02 .56 .58 PLATS BASED CN GZMN I11+1MR VALLES. Low far 10 FSF non-c=:ur e -t PM . This muss is cL=sigrled using the 2 -159 .00 .36 .36 End verticals designed for axial loads only. LBC -97 Cbde. E2nd verticals that are extended above or Bldg Et -closed = Yes, End Zone = tb BC FCRC£ AXE, BND CSI 1 7U7 9 below the truss profile (if arty) may regi re design Harricane/(khan Line = th Fri Category y = B .10 .29 .39 actili.tianal consideration (by ethers) Bldg Lergt]n = 80.00ft, Bldg dth = 40.00ft, 2 711 .10 .25 .36 for lateral fm- es dae to vni-d or seisruc Mean roof height = 24.09ft, NTH = 75 t loads an the building. (Iassificatitn = 4, Dad Load = 21.0 psf VEL FCIXE CSI 4 B FCPCE CSI 2-5 , 295 .12 3-6 -278 .31 r.xp.12/31/02 - 2-6 I-840 .84 CNk FV -Y, EMECTICN L✓999 IN D14 4-5 (LIVE) L= -.09" D= -.05" T= -.14" Joint Locations =� 1 0- 0- 0 4 0- 0- 0 2 7- 2-13 5 7- 4- 9 5/10/00 3 14- 0- 0 6 14- 0- 0 7-2-13 6-9-3 1 ' 7-2-13 14-0-1) 2 3 jr 7.00 F DO f 2.5-4 ' ESS/04,. 10-9-14 8.8 10-9-14 o?FpF Q� ME�yC 8.6.5 SE 11 9 :r 045982 :0 t 3-4 T11-4-5 r.xp.12/31/02 - 1.5-3 2.5-4 CNk 3-11-4 ,y-� 14-0-0 1) 4 5 6 7-4-t9 , 6.7_7 -1 5/10/00 7 f1 -y -11407(c Trznswal Systems Plates are 20 ya. unn.ese shown by 18 18 Ja.) or "H"(16 Scale: 5/32" 1' ga.), positioned per Joint Report. Circled plates and false frame -plates are positioned as shown shove. WARNING Rend all notes on this street and give a cony of'it to the Erecting Contractor. TBF: 44.0 WO: BNELWAY This design is for an individual building component. It has been based on specifications provided by the component namul:acuu'er and June in accordance with the current versions of TPI and Al -TA design standards. No responsibility is assumed for dimensional awmacy. Dimensions are to be. �]e; Custt�ner Name: BLU SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascerui n that the loads utilized on Dsgnr: #LC = 10 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is latenahhy bt:aced by the roof or floor ® LLC sheathing and the bottom chord is laterally braced by a rigid sheathing neueri l directly attached, unless otherwise noted. Bmcing shown is for lateralsupport TC Live 34.0 psf DurFacs L=1.15 P=1.15 of components members only to reduce buckling length. This component shawl not be placed in any environment Uh:t will cause the moisture TC Dead 11.0 psf Rep bfbr Bnd 1.15 4445 tivAl..,k Dr.MS i4a5 r:.. �dipa rl' Ur., Colo Springs. CO lst)M7 content of the wood exceed 19% and/or cause connector pl:nc corrosion. Fabricate, Nordic, install and bn:ace this miss in accord:ncc with the following standards: 'TRUSCOM MANUAL', b I nasw:l, ' UAIXI'Y CONTROL STANDARD FOR MHTAL PLKffi:CONNISC_ 1'Ii1) WOOD TRUSSES' - Y � � Q BC Live , 0 e f P O. C. Spaciag 2- 0- 0 • (QST-Ist), AIANDLINO INSTAL.LINU AND BRACINU METAL Pl_A'I'17 CWNNI-crl;D WOOD TRUSS) -S' - (11113-91) and AIIB-91 SUMMARY BC Dead 10.0 psf Design Spee UBC -97 T SI10'r' by TPI. The Truss Plate Institute (rPl) is located al 583 D'Onofrio Drive, Madison, Wisconsin 53719.1'111e Amedan Forest and Paper TpS,,. 0 Version 06.05.99 Association (AFPA) is located at 12N0 Connecticut Ave, NW, Ste 2U), Washington, DC 20036. _ TOTAL 55.0pof Dafl Ratio: 1/360 TC: W360 job Name: bnelway 2-4_15 , 1-6-0 2-4-�5 Truss ID: H 2 Drw : ga.), positioned per Joint Report. Circled plates and false TC 2x4 DFL #1 & Btr. THIS IFSIcr IS THE 024FMITE RES(a0` QIF This truss is designed usiM the TBF: 16.0 BC 2x4 IFI, #1 & Btr. MIZIPLE DDAD CASES. tW-97 Code. CEL, BILK 2x4 LFI, STAM ARD BFARIM QIS sheet are based QTY Bldg &-closed = Yes, Enid 7rne = Dib —_ Joint Looatirns FL91E VALLES PER ICBO RESEUKH REP3U #1607. on the truss material at each bearitig. lluxicalne/Ooean Line = No , = B 1 0- 0- 0 6 0- 0- 0 <It is asa*red that one face of this truss PLATBG BASED CN GZMN UI�ff�22 VALLIS. FTic$Category Bldg 80.00ft, Bldg I = 40.00ft, 2 2" 4-15 7 2- 4-15 c is she=* with 1 C6B, vood board � ®LLC height = 2D adL MPH = 75 3 3 1-15 8 3-10-15 sd arusider3 TC Dead 11.0 psf Clan Classification = 4, Iicl Load = 21.0 psi 4 3_10-14 9 6- 3-14 additional lavcis mustlb rn BC Live 0 psf O.C. Spacing 2- 0- 0 5 6= 3-19 c rm-m>tinnas N�y _ �n3 qab��• for BC Dead 10.0 psf Design Spec UBC -97 n Cbl bla2ectiate re�tc��ulrees gabllateral e . dae Tp5i. 0 Version 06.05.99 to wird applied to the face. See TrUUAQls gable bracing c1#ail (s) . ' } Deft Ratio: 14/360 TC: W480 } Laj:eral 1 in with the dards lv& c not been considered unless noted cd-jervri.se. I These land their connections are the, r rebpcnsih, I ity of the bai1dirr3 designer. X 2-42-4�(1-9-0 0-9-11) 2-415 2-4-15 3-1-15 3-10-15 6-3-14 3-1-15 1 3-1-15 � 2 t3 4 57 00 -7.001 4 2.5-4 2.5-4 - j H e ~o==s�rG,r. 4<1 2-2-7 2-2-7 ESs9 yCy 2 4 Uco Qy .111' �- m 3-4 3_4 ¢ t� v I0-4-5 I0-4-5 045982 :ry U xp.12/31/02 T k 0 L—; 6 7 x y 9 2-4_15 , 1-6-0 2-4-�5 1'1'I'ICAL PLATE : 1.5-3 2-4-15 3 -III -15 - "— 6-3-14 5/10/00 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT Scales 5/81- "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. ® WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 16.0 w0: BNELWAY This design is for an individual building component. It has been based on specifications provided by the component tremufacmrer and done in accordance with the current versions of TPI and APPA design snundards. No responsibility is assumed for dimensiomil accuracy. Dimensions are to be Qom: Customer Name: B L U SAR MFGIsuppon verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the Itrids utilized on Dsgnr: #LC - 9 I da this design meet or exceed the loading imposed by the local building code. It is assumed that the lop chord is Laterally braced by the roof or floor TC Live 34.0 psf DlirFacs L-1.15 P=1.15 ®LLC sheathing and the bottom chord is Laterally braced by a rigid sheithing tmuerial directly anached, unless otherwise noted. Bracing shown is for lateral of components members only to reduce buckling length. This component sh:dI not be placed in :my environment tluu will atuse the moisture TC Dead 11.0 psf Rep b1hr Bnd 1.15 'rmusw,ir. ,.,k D is iii5 horlhp rk Ur.. Cult Springs. CO rSn907 content of the wood exceed 19% and/or cause connector phte currasiun. Fabricate, Iuundle, install and brace this uvss in accord:mce with the following standards: 'TRUSCOM MANUAL', b I ruswal, 'QUALI'TY CONTROL. STANDARD FOR METAL PLATE CONNECI'8D WOOD TRUSSES, • Y BC Live 0 psf O.C. Spacing 2- 0- 0 (QST -x8), 'HANDLING INSTALLING AND IIRACING MI TAI. I'IATE CON NIiC'fli1) WOOD'TRUSSI?S'' (IIIB•9p and '11113-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 7!y SIIEET' by'l'I'I. The Truss Plate Institute ('TI'I) is loc ncd at 5'X3 Wonolrio Drive, Madison, Wisconsin 51719. Alic American Inured and Paper Tp5i. 0 Version 06.05.99 Assocettion (APPA) is located at 1250 Connecticut Ave, NW, Ste 2(x1, Washington, DC 2(x)36. TOTAL 55.0P sf I Deft Ratio: 14/360 TC: W480 c Job Name: bnelway (►` (►rte Truss ID: H 1 25 Drw : C0001 31042-01 13ir- X -LOC RFACr SIZE RgyD 1 '0- 1-12 436 3.50 1.50" 'IC 2x4 EFL #1 & Btr. BC 2x4 D1L #1 & Btr. Plating spec : AMI/`IPI - 1995 'MCI�FCGIIE 'This truss is designed using the 2 6- 2- 2 436 3.50" 1.50" FM 2x4 LEL STAl1ARD M41S LESIGN IS RE9 T OF R TIPLE LOAD CASES. LBC -97 Cb3e. Bldg II -closed = Yes, FYud 7me = No TC FCP E AXI, 110 CSI PIA'IE VALLES PER ICBG MMUKH REEUZr #1607. PLA`I I BASEMI CN GR LU42M VALLES. BE4RIM SIS shomi are baceli CNLY the truss Eirrncane/Ccean Line = No Ftg Categc y = B 3-1-15 ._. - 6-3-14 on material at each la-u-ing. Bldg 80.00ft, Bldg 4fidth = 40.00ft, 1 -405 .00 .09 .09 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false 14� roof height = 21.10ft, MPH = 75 2 -905 .00 .09 .09 frame plates are Positioned a's shown above. e� i C3assification = 4, D.ad Lcad = 21.0 pef BC FLIKE AXL BM CSI WARNING Rend all notes on this skeet and give a copy of it to the Erecting Contractor. TBF: 14.7 WO: EMLWAY 1 2% .04 .04 .08 2 298 .04 .04 .08 This design is for an individual building component. It has been based on specifications provided by the component mautfacmrer and done in .Piggy -Back Connection (vertical loads only): accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer fabrication. continuous lateral bracing not to exceed Custemter Name: IqEB.4x2 2-5 86 F CSI i�B FlT2CE CSI 2-5 86 prior to The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the lord building code. It is assumed that the top chord is laterally braced by the roof or floor 24" O.C. fastened with two (2) 10d nails da .ot DurFaes L=1.15 P=1.15 along flat section of main truss. Attach bottom sheathing and the bottom chord is lateral) braced b a rigid sheathing nnaterial direct) Y Y g� g y attached, unless otheuwise noted. 13u:acing shown is for Literal I'RX LEFIF> IZIN (span) 4-5 (LIVE)one L/999 IN 14ED= support of components members only to reduce buckling length. 'Phis component shall not be placed in :my environment tluu will cause the moisture of the wood exceed 19% and/or cause connector corrosion. I abrisue, chord of cap truss to each lateral brace with Rep Mbr Bnd 1.15 L= .00" DL= .00" T= -.0-.01., pkne handle, install and hence this truss in accurd:mce with the following standards: 'TRUSCOM MANUAL', b I ruswal, 'QUALITY CONTROL S'T'ANDARD ICOR METAL PLATE CONNI,'C'1'13D WOOD'I'RIJSSI.'S' - Y Q (1) 16d toenailed from each face. O.C. ae' 2- � �g 0- 0 = Joint T -tions = (►` (►rte 1 0; 0- 0 4 0- 0- 0 �►.......� 2 3°- 1-15 5 3- 1-15 6- 1 a 3 6- 3-14 6 6- 3-14 it 4 5 6 6 4 k' g5 i 2-2-7 3-1-15 ._. - 6-3-14 jI(► -4-5 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false Scale: 5/8" = 1' frame plates are Positioned a's shown above. e� i 3-1-15 t 3-1-115 3-1-I5 6-3-14 3-1-I5 i 3-1-15 1 2 r 3� 7.00 '-7 h A A 2-4-0 t_ I0-4-5 nOF-SStpryQ! �. MES Fti� 92y �2� �•9 0, 45982 p. 12/31/02 c CN\\ (►` (►rte �►.......� 6- 1 a 4 5 6 6 3-13-1_115 3-1-15 3-1-15 ._. - 6-3-14 5/10/00 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false Scale: 5/8" = 1' frame plates are Positioned a's shown above. ® WARNING Rend all notes on this skeet and give a copy of it to the Erecting Contractor. TBF: 14.7 WO: EMLWAY This design is for an individual building component. It has been based on specifications provided by the component mautfacmrer and done in Chk: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer fabrication. Custemter Name: L U SAR MFG]content prior to The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the lord building code. It is assumed that the top chord is laterally braced by the roof or floor Dsgnr: #LC = 9 da TC Live 34.0 pef DurFaes L=1.15 P=1.15 ®LLC sheathing and the bottom chord is lateral) braced b a rigid sheathing nnaterial direct) Y Y g� g y attached, unless otheuwise noted. 13u:acing shown is for Literal support of components members only to reduce buckling length. 'Phis component shall not be placed in :my environment tluu will cause the moisture of the wood exceed 19% and/or cause connector corrosion. I abrisue, TC Dead 11.0 pef Rep Mbr Bnd 1.15 TR I 4443 t4 oAI. Srk I iA15 aJaS iJ"nhpark Ur., Colo tipru,gs, CO 89907 pkne handle, install and hence this truss in accurd:mce with the following standards: 'TRUSCOM MANUAL', b I ruswal, 'QUALITY CONTROL S'T'ANDARD ICOR METAL PLATE CONNI,'C'1'13D WOOD'I'RIJSSI.'S' - Y Q BC Live . 0 of p O.C. ae' 2- � �g 0- 0 (QST -k8), 'IIANDLING INSTALLING AND BRACING N11"MI. PLATE CONNECTED WOOD TRUSSES. - (fills -91) and'11113-91 SUMMARY SHUT' by TPI. The Truss Plate Institute (TPI) is located at 5" D'Onofrio Drive, Madison, Wisconsin 53719. The BC Dead 10.0 pef Design Spec UBC -97 Tp5.0 Version 06.05.99 Amerism forest and Paper Assoccnion (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. - I)kfl natio: 1:/360 TC: L/480 TOTAL 55.0 psf I'LAK PIA 1 E: 3-412x4) b -b I2x6J -d.- 6 d 17 x 81 I N 1.6.3, TION MAXIMUM 1'-0' EAVE WITH BLOCKS 0 37'o.c. OR 2--0' EAVE. I 6'•0' MAXIMUM MAXIMUM, WITH 40 /2 OR BIH. )"•' c BRACE SPACING OUTLOOKEHS CUT INTO GABLE 0 2X4ORACE ?� 2x4 /2 MINIMUM CONTINUOUS BTRONOBACK RRACED TO ROOF 61RUCTUHE AT 6'-0' MAXIMUM. ^' 2.4 STRONGBACK BRACED STRONOBACK AT: AT EVERY 6'•0' MAXIMUM 4'-10' CLEASPAN• 70 MMI .• 4--l.b"CLEARSPAN• 00 MPH MINIMUM GRADE CHORDS AND bTUDS 2x4 STUD/STANDARD. STUDS TO BE MAXIMUM 24'0.c. • WALL BRACINO PER 1�UILOtNO DESIGNER. 1,y HEEL PLATE: 3.4 (2x4) 4. 6.5 12x01' ' 8.6 12X81 �c --- --- --=_ — - 2 4 CONTIN000f GACKN0 s OC SPLICE. 3.4 12x41 I 6.812x81 0.8 12x01 A Ii MAXIMUM 40 PSF LIVE 1 OAD. 00 MM WINO EXPOSURE C. LESS 7NAN 20'•0' WALL 11013111 BRACING DETAII5 WITH I 6 NAllti AT 24• o.�. CONTINUOUS BEARING WAt I. Tp THE WALL PLATE. SECTION A OAULE END FRAMING CONNECTION.DETAILS (MIN. NAIL RCUIUICMCNTS SHOWN) GABLE STUD 2x4 SOLID BLOCK WITH 3.16d NAILS Bd AT 6" O.C. SHEATHING TO GARI E EA, END AND Bd NAILS FROM 5IIEA7111NG / TRUSS, Bd AT 6' o.o. TO HLOCK AT Wo.c. + 1.18d j6d AT 24' 411.411. I - j 2-18d led AT AT ' TGII 32 o. o. 1 SOLID BLOCK 24'0 1 Y.' NO ' .0. I I 1 \ wlTll 2.16d TOE• 2' 2.10d 164 NAILED EA. END I 9 l 2.4 BRACE wort 4.1old NAILS _ ff i' •';.1 - - 1 �I'A(,ItIU UAIL BAIL COOL MODEL 20 UBC CONTINUOUS 2/11189 GABLE DETAILS u1 .�_40.i► T ��►����I SY5'lENlS uxawAL SISIElva COnPOftAIKN+ WARNING Reed all notes on this Sheet and glw • eopP Of If to fAo E/r.etul0 �^� I - raw. ole•.wra a er sxwvrrly weAlldMlxerexs •xlls w • II,,:.1..'V'•�A., .n .n4.n.Y14YnWW CnnVY.wil •w.. Iwww M.W M.OwIAf. a�w��b�i0���; ¢epIxM10 M• . r,y,ww wu. u.. /.rrr.rM rwr..r.. ul 104 w14 N YA d-00 syrlsYdw. ►w fw.rOMOVY lir OIf10iw0 dowDOW $%A Mt•IIxIe N w M� lu l,u.w.�r•I I., W. rrnlwwti-wl w�pw,lulYM wnLL'M bWWrer ��p Cmcw as „wb xy go.tMlerYlFery Mepee��le w.. Vn —A yr MI.wC x.. 6-0-0 .wpelwe a xa wYIMe e111MOU a xM saw* w.4 Y wrrr .I+ wrwl .nd x.. oalnn. r.Iwd ti W rwM w e..rAwwo lww0oy^eo� f mmpe— WN000 rMrwe+M�'��r . .w..w . Ar urw .wOYI W CYnMrrrw. m.n+wn owy rx•ItM Tlxe� MMM sA• e1epM•I�e x. M CJr.w M wwwrw WwIHx d Iww wrlod FjU$C M AkUA ' ,y TjC wW.00. aw OSI raft. . wwd�n[w .ww u» AHOw.wll pAwa.r01 TRUSCOM YANWL• A Uux.al. AL FLA II CpN0OC ED WOOD U YlTA►Poo 9) s o vols** NO 4E7AL rule coNxeereo 1x'000 TMlif!! • Poo sn exe M04N ! WOoo MUSSES' - (OST881 'HANDLx'li. MSrAIUNo AND BIIAd _ Sul•luulrSlrcEf'1.rlh twwTrr..rlM.Inslwwill,j*k,: ad&15eo.WAsww11110w.NC700]eWwlcMMlf771•.TMAxIMOx11 I.y.r A.W[YI.r. 1AIrN r p(Jlwe r 1250 CorrlwY." .r } r. � � 1 ` . -r' � i � � � � -' - - • t- .. .. _ .. _ F � � � - •. y ^ _ a ti f _ ` _ ` - � � - � ' L .� i i . ; , . .. } r. � � 1 ` . -r' � i � � � � NORTHSTAR. ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT NEW (`LSID�t�1GE i -o2 ! :��?,+1"Y JOB NO. -?01 LOCAT ION �2A.c-- r: DATE CODES: Uniform Building Code, 1997 Edition RISC, Manual of Steel Construction, 9th Edition, RITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500,psi @ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days QFESS/Q Nq� Steel Reinforcing: A-615 Grade 40 for *4 and smaller A-615 Grade 60 for n5 and larger 4�ti� ��` R���e�G� �. Structural Steel: AST1,4 A-36 Cl)FG Steel Pipe:. ASTM A53 Grade B 0 l Steel Tubing: ASTM A500 Grade A or B is Machine Bolts, Anchor Bolts: ASTM A307 Grade A p . Wood Connectors: Simpson Strong -Tie or equal. i Wood: Struct Lt Framing, Joists & Planks: D.F. 12 CIVI Beams & Stringers, Posts & Timbers: D.F. #1 �1FCAL�Fp� 0� C\C k Plywood: A. P.A. Rated Sheathing, Grade CD, UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: PNSI/AITC A190:l-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 3 psf Floor Live Load: -40 psf Seismic Zone �j Wind Speed:. -76 mph Exposure: G Method 2 used unless otherwise noted. Allowable Soil Bearing IS D J psf A.RE SPECIAL INSPECTIONS REQUIRED ? I,] GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the e responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of B 2 80LDING" DEPARTMEN` &PPP0 V F NorthStar BY: JMR ENGINEERING 5/23/00 SEISMIC: 2.5 *,36 * W = JOB NO. PAGE 2 OF SHEARWALLS PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 5/8" OSB OR PLYWOOD FRAMING 1.5 * VW = 0.300 W (PER UBC EQ. R-30 INSULATION (OPTIONAL) NET FORCE = 5/8" GYPSUM WALLBOARD MISCELLANEOUS DEAD LOAD WIND: EXPOSURE = LIVE LOAD GROUND SNOW LOAD 75 MPH ROOF SNOW LOAD Cq = FLOOR: FLOORING 3/4" PLYWOOD 14.5 PSF PRESSURE FRAMING 1.06 Cq*qs*Ce = 0.0200 R-19 INSULATION 16- 20' = 5/8" GYPSUM WALLBOARD KSF MISCELLANEOUS LATERAL LOADS: 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 3.5 PSF 1.8 PSF 3.3 PSF 2.0 PSF 3.2 PSF 1.2 PSF 15.0 PSF 16.0 PSF 37.0 PSF 33.0 PSF 1.5 PSF 2.3 PSF 3.3 PSF 1.0 PSF 3.2 PSF 1.7 PSF DEAD LOAD 13.0 PSF LIVE LOAD 40.0 PSF TOTAL LOAD 53.0 • PSF SEISMIC: 2.5 *,36 * W = 0.200 W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca =.36 PER UBC TABLE 16 - Q E = p * VW = 1.5 * VW = 0.300 W (PER UBC EQ. 30-1) NET FORCE = 0.300 W / 1.4 = 0.214 W WIND: EXPOSURE = C METHOD 2 WIND SPEED = 75 MPH Cq = 1.3 DESIGN qs = 14.5 PSF PRESSURE Ce 0 - 15' = 1.06 Cq*qs*Ce = 0.0200 KSF 16- 20' = 1.13 = 0.0213 KSF 20': 25' = 1.19 = 0.0224 KSF- SF25'- 25'-30' = 1.23 = 0.0232 KSF 30'- 40' = 1.31 = 0.0247 KSF NorthStar 20 DECLARATION DRIVE PAGE 3 ENGINEERING CHICO, CA 95973 '530-893-1600 General Notes: FAX 530-893-2113 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the . responsibility of the contractor or owner. 3. 'These calculations are.based on a completed structure. Should an unfinished structure be subject to loads then'the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions .encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: DATE: r�NohStar, 20 DECLARATION DRIVE % � 1 �� CHICO, CALIFORNIA 95973 JOB NO: ENGINEERING 530-893-1600 ?,AGE OF Civil Engineers- Planners* Surveyors FAX 530-893-2113 �W 'o _-- I .^.1 :I of - — . . E _ ,� to FL t ;t i 02, 3 BY: J ^'1 DATE: �- /0 c) JOB NO: PAGE OF ENGINEERING Civil Engineers- Planners- Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893.2113 .IL 0.•.__a. — _ -•N=�: ' 4 --.L 7 . . _ - -T •.\I" Wit.^, .. __._..- _ y _._—\�. .. /' _. __. � .. _. t �, � — 7'•'d t '- -f 4.". B.I x . !• Lf � •� � l j e A ._�-._1.= i _.S __ -.� L..__`_--4.._!:�__ �-,. �4.... I ; j{ 5�'4'.3Ji' Ptn4Sa:e Pi= -' -' - '-J� E:.cs °1a-! -f;i: ,;o•_.�e. FTca. D�SIGtJ r=zFT-Z By: MEM NorthStar 20 DECLARATION DRIVE Date: 5/23/00 ENGINEERING CHICO. CALIFORNIA 95973 Job No. 7018 530-893-1600 Page 6 of FAX 530-893-2113 BEAM UNDER GIRDER TRUSS BMS: TRY: 5 1/4"x16" PARALLAM PSL MAXIMUM TRIBUTARY WIDTH (Wtrib) = 11.25 FT P1 P P3 1 1 .75' 2.5' 2' 2.25' . 10 5' CONCENTRATED LOAD (P1) _ (Dlfloor t Llfloor) * (Wtrib " 7') _ (0.015ksf + 0.04ksf) ' (Wtrib ' 7') 4.33 K CONCENTRATED LOAD (P2) = 4.59k + 4.34k = 8.93 K CONCENTRATED LOAD (P3) = 6.26 K (REFER TO TRUSS CALCULATIONS BY "BLUSAR MANUFACTURING" & SHEAR WALL LINE 2 FOR LOADS) DESIGN ANALYSIS: (SEE COMPUTER SHEET "BEAM UNDER GIRDER TRUSS - BM5'') USE: 51/4"x16" PARALLAM PSL C" BEAM AT LAUNDRY ROOM BM6:1. TRY: 5 1/8"x12" GLB 24F -V4 MAXIMUM FLOOR TRIBUTARY WIDTH (Wtrib) _ 11.25 FT w P 3.33' 3.17' .a 6:5' TOTAL UNIFORM LOAD (w) _ (DI -floor + LLfloor) Wtrib = 0.619 KLF CONCENTRATED LOAD FROM BEAM #5 (P) 7.84 K WHERE DLfloor = 0.015 KSF LLfloor = 0.04 KSF DESIGN ANALYSIS: (SEE COMPUTER SHEET "BEAM. AT LAUNDRY ROOM - BM6") USE: 5 1/8"x12" GLB 24F44� �� Title : Job # Dsgnr: MEM Date: Description Scope: 570001 General Timber Beam Page 7 i Span= 10.50ft, Beam Width = 5.250in x Depth = 16.in, Ends are Pin -Pin General Information 0.730 :.1 I Section Name Prllm: 5.25x16.0 Center Span 10.50 ft .....Lu 0.00 ft Beam Width 5.250 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 16.000 in Right Cantilever ft .....Lu 0.00 ft Member Type ITruss Joist - MacMillan, Parallam 2.0E W Bm Wt. Added to Loads Fb Base.Allow 2,900.0 psi Load Dur. Factor 1.000 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 34.000 pcf E 2,000.0 ksi P61ffU ads @ Left --- I Dead Loads 6,260.0 lbs 4,330.0 lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs ...distance 6.250 ft 8.250 ft .3.750 ft 0.000 ft 0.000 ft 0.000 ft Summary fb 2,023.18 psi fv 211.76 psi Left DL 7.84 k Max 7.84 k Beam Design OK Span= 10.50ft, Beam Width = 5.250in x Depth = 16.in, Ends are Pin -Pin Max Stress Ratio 0.730 :.1 Maximum Moment 37.8 k -ft Maximum Shear 1.5 17.8 k Allowable 54.1 k -ft Allowable 24.4 k Max. Positive Moment 37.77 k -ft a 6.258 ft Shear: @ Left 7.84 k Max. Negative Moment 0.00 k -ft a 10.500 ft @ Right 11.88 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.284 in Max. M allow 54.13Reactions... @ Right 0.000 in fb 2,023.18 psi fv 211.76 psi Left DL 7.84 k Max 7.84 k Fb 2,900.00 psi Fv 290.00 psi Right DL 11.88 k Max 11.88 k I Deflections -' Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection .-0.189 in -0.189 in Deflection 0.000 in 0.000 in ...Location 5.460 ft 5.460 ft ...Length/Deft 0.0 0.0 ...Length/Deft 666.2 666.24 Right Cantilever... Deflection 0.000 in 0.000 in a ...Length%Deft 0.0 0.0 -CcTT983=98-ENERC-AC c:\d\7018 elloway residence\7018.ecw:Revision 0603075,-Vei3-0'6-1=Jun=1998-Wn32 -- Title : Job # Dsgnr: MEM Date: Description Scope Rev: General Timber Beam Page $ Description Beam Under Girder'Truss - BM5 Bending Analysis Shear Deflection 0.00 k -ft Ck 21.298 Rb 0.000 Sxx 224.000 in3 Area 84.000 in2 Cf 1.000 0.00 k -ft 0.00 k 0.0000 in Max Moment Sxx Req'd Allowable fb @ Center 37.77 k -ft 156.27 in3 2,900.00 psi @ Left Support 0.00 k -ft 0.00 in3 2,900.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,900.00 psi Shear Analysis @ Left Support @ Right Support Design Shear _ 11.73 k 17.79 k Area Required 40.437 in2 61.339 in2 Fv: Allowable 290.00 psi 290.00 psi Bearing @ Supports Max. Left Reaction 7.84 k Bearing Length Req'd 2.299 in Max. Right Reaction 11.88 k Bearing Length Req'd 3.483 in query values M, V, & D @ Specified Loc @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = S 0.00 ft 0.00 ft 0.00 ft '0 ment Shear Deflection 0.00 k -ft 7.84 k 0.0000 in 0.00 k -ft 0.00 k 0.0000 in 0.00 k -ft 0.00 k 0.0000 in Z7 1"983=9FENERCATC c:\d\7018 elloway residence\7018.ecw:Revision -'KW-0603075-Ver 5-0-6—l-Jun-1998-Wn32'-- Title: Job # Dsgnr: MEM Date: Description Scope : General Timber Beam Page �' Description Beam at Laundry Room - BM6 Information I _General Section Name 5.125x12.0 Center Span 6.50 ft .....Lu 0.00 ft Beam Width 5.125 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Wood Density 34.000 pcf E 1,800.0 ksi Unitorm Loads I Uniform Loads Over Full Span Center DL 619.00 #/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft voint Loaas I Dead oad 7,840.0 lbs s' lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs ...distance 3.330 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft _FCTf983=9-87ENERCAtC c:\d\7018 elloway residence\7018.ecw:Revision KW--G60a075,-Ver 5-0-6-1=Jun=1'998-Wn32 Beam Design OK Span= 6.50ft, Beam Width = 5.125in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio 0.806 : 1 Maximum Moment 16.1 k -ft Maximum Shear " 1.5 8.2 k Allowable 24.6 k -ft Deflection Allowable -0.077 in 10.1 k Max. Positive Moment 16.07 k -ft a 3.328 ft Shear: @ Left 5.88 k Max. Negative Moment 0.00k -ft a 0.000 ft. .1,007.1 @ Right 6.08 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.116 in Max. M allow 24.60 Reactions... @ Right 0.000 in fb 1,567.66 psi fv 132.92 psi Left DL 5.88 k Max 5:88 k Fb 2,400.00 psi Fv 165.00 psi Right DL 6.08 k Max 6.08 k _FCTf983=9-87ENERCAtC c:\d\7018 elloway residence\7018.ecw:Revision KW--G60a075,-Ver 5-0-6-1=Jun=1'998-Wn32 Deflections I Center Span... Dead Load Total Load , Left Cantilever... Dead Load Total Load Deflection -0.077 in -0.077 in Deflection 0.000 in 0.000 in ...Location 3.276 ft. 3.276 ft ...Length/Deft 0.0 0.0 ...Length/Deft .1,007.1 1,007.07 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 _FCTf983=9-87ENERCAtC c:\d\7018 elloway residence\7018.ecw:Revision KW--G60a075,-Ver 5-0-6-1=Jun=1'998-Wn32 Title : Job # Dsgnr: MEM Date: Description Scope : Rev: 510001 General Timber Beam Page 'OFIp Description Beam at Laundry Room - BM6 Stress Calcs ' Bending Analysis Ck 22.210 Rb 0.000 Sxx 123.000 in3 Area 61.500 in2 Cv 1.000 Max Moment Sxx Req'd Allowable tb @ Center 16.07 k -ft 80.34 in3 2,400.00 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 7.88 k 8.17 k Area Required 47.787 in2 49.541 in2. Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 5.88 k Bearing Length Req'd 2.050 in Max. Right Reaction 6.08 k Bearing Length Req'd 2.117 in Query a ues —T— M, V, & D @ Specified Locations _ Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 5.88 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in -CCTf983=99-ENERCATC , c:\d\7018 elloway res idence\7018.ecw:Revision KW --O603075, Ven 5-0-6-1=Jun-1-998,, V&i37-- NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 89.3-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECTWEW 2ES1DEljGE Fol TIM 4. MANGY ELLoLjAY JOB NO. %O e) LOCATION PA R A rJ I S E. G A L I FD 2 u i A DATE 512 Z/vv CODES: MATERIALS: Q�pFESSIp q OF C AVEV LOADS: Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction, 9th Edition AITC, Timber Construction Manual Concrete: f'c = 2500 psi-@ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller .:A-615 Grade.60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B ;Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A: Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI%AITC A190.1-1992 Simple Spans: Z4F7V4 Combination Cantilevers: 24F-V8'Combination Roof Live Load: --2.,3 psf Seismic Zone Floor Live Load: 4c-) psf Wind Speed: -71S mph Exposure: G Method 2 -used unless otherwise noted. Allowable Soil Bearina 00 psf ARE SPECIAL INSPECTIONS REQUIRED ? N O GENERAL: Any structural .or non-structural items that are not specifically addressed in the following calculations and or details are designed 'by ot'ners and are not th= responsibility of NorthStar Ertg-neering. Veri71cation of the soil conditions t_ the OrOj=tet Site to d2t2rmir. the expansion index_ or b= = -'n- ca -=city is by others. Page 1 of OEM COUNTY 80fLDING"DEPARTMEi A PPP 6/2 716 0 NorthSta'r . 20 DECLARATION DRIVE ENGINEERING CHICO, CA 95973 BY: JMR 530-893-1600 5/23/00 FAX 530-893-2113 JOB NO. `]U I g PAGE 2 OF PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.5 PSF 5/8" OSB OR PLYWOOD 1.8 PSF, FRAMING 3.3 PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.2 PSF DEAD LOAD 15.0 PSF LIVE LOAD 16.0 PSF GROUND SNOW LOAD 37.0 PSF ROOF SNOW LOAD 33.0 PSF FLOOR: FLOORING 1.5 PSF 3/4" PLYWOOD 2.3 PSF FRAMING 3.3 PSF R-19 INSULATION 1.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.7 PSF DEAD LOAD 13.0 PSF LIVE LOAD 40.0 PSF TOTAL LOAD 53.0 PSF LATERAL LOADS: SEISMIC: 2.5 *.36 * W = 0.200 W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = .36 PER UBC TABLE 16 - Q E = p * VW = 1.5 * VW 0.300 W (PER UBC EQ. 30.1) NET FORCE = 0.300 W / 1.4 = 0.214 W WIND: EXPOSURE = C METHOD 2 WIND SPEED = 75 MPH Cq = 1.3 DESIGN qs = 14.5 PSF PRESSURE Ce 0 - 15' = 1.06 Cq*qs*Ce = 0.0200 KSF 15'- 20' = 1.13 = 0.0213 KSF 20'- 25' = 1.19 = 0.0224 KSF 25'- 30' = 1.23 = 0.0232 KSF 30'- 40' = 1.31 = 0.0247 KSF Job. %oI8 C:; 3 NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CA 95973 530-893-1600 General Notes: FAX 530-893-2113 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks,. garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites areassumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: r—I rZ hStar 20 DECLARATION DRIVE DATE: CHICO, CALIFORNIA 9597; Joe NO: -7018 ENGINEERING 530893-1600 PAGE L� OF Civil Engineers • Planners • Surveyors FAX 530-893-2113 t - Y...)?uL ..... n. ...���^^^III ..I� vWLtt9 _ •iwJ L'V' � -. _ il'[riJl -tea � •. t it ay � I ' t- 4`--..�'c• _ I ___.._ _ � �` 2G O" ._.._ --_._— _. C __... .-.c•-�. ,. yam'•. .L-• I __" !,•: - .. __ . .1`•. � -: ..._.. .. _:•. fid. '¢ tJ' _ -- a �' /— -r II _ e� DOQ'H•�L bOIt, M• \ — 247 97UP( — I I rev •.�..•. _ - _T- i — • _ _r.>.2 PPLO --_-_ • •w._ti i YL Lwew 1•. . .1 „, :v•!L° i l.. p:p• dY, w1T\ % r •�_ �. �11t' ^'.4" I , ' BY: —i '—j ,� DATE: �J I00 JOB NO: 70 I8 PAGE Zj OF NorthStar ENGINEERING Civil Engineers* Planners* Surveyors I I,n4/n+} 20 DECLARATION DRIVE CHICO, CALIFORNIA 9597 530-893-1600 FAX 530-893-2113 !a i rre I r• rrarl{ I I ; i :84� I ! •1r �"'uv<'I I ; i u:� �'. �l-..:� r 4/.: v.',.I 7.i,all,., it {:w' .).•...,.L . yv •.. I I I � b,),I, :.- V:.,a;,n_I ' 1°.',P• /�I-1•'—q�. wal >,l. i+uv_. +is,c •u T—_._.—___._ .._.-.__.__• .. L7 1 ' 3 1 ' --- I I:•.>. oll..rllolo-� ' I 2 3 , - ; k r. , Dl(.,rV P.�(4 ' � IIIIU1 f\SIG Iwlyele• .t �f^• I V.• ' ; I `:f I � I �" � , I ' : ; i Ij ! : , 01 i ! I i. ..n,. 11f•,1„hW- I :. Ni.' apu..;..•�n . I , • -' i I �'' SMI • i.lO,vi ' v ♦ / J•» i I.NIilfyl• l ', �_--• _ .''. 1. I I I � ! Ir-Wn�ilm '; � \ . i' /�•.�•`� i i ` slua � I' r C I . 1. � ^I � '� I c: c. I . .'. '-•j •', ' ' . u'e';t. ! ,--U I + III%1' ••. t;� G'I•.\� • / ( / r / � / t I i .iii i r; ! ! �' 1 I '� •� � : I' i I '� �I ' � ''t` I 7 ' i (rl.: _. u'•,.. 1.); I I I ; 0 .'7+mr : t IL I , ' 1°.',P• /�I-1•'—q�. wal >,l. i+uv_. +is,c •u T—_._.—___._ .._.-.__.__• .. L7 1 ' 3 1 ' --- I I:•.>. oll..rllolo-� ' I 2 3 , - ; k r. By: MEM Date: 5/23/00 Job No. 7018 Page to of LATERAL DESIGN SHEAR WALL LINE 1: (TOP FLOOR= INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 I, Lsw1 I, L2 =,Lsw2 I, L3 Ilsw3 I, L4 I, Lsw4, L5 =,Lsw5 I. L6 L1 = 2.5 FT Lsw1 = 4.5 FT L2 = 6 FT Lsw2 = 6.75 FT L3 = 21.25 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 41 FT SHORTEST LENGTH OF SHEAR WALL = 3.75 FT .LATERAL. SEISMIC FORCE ON WALL (Vs) = K * W = 5.00 K .LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 5.35 K LATERAL FORCE THAT GOVERNS, (V) = 5.35 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 663 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.015 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 65 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 45 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwext) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwint) = 0.01 KSF TRIG. WEIGHT OF SHEAR WALL (W) = AREAs ` DL + Hwall'* (Lwext " Dlwext + Lwint " DLwint) W = 23.36 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 239 FT^2 WIND PRESSURE (P) = 0.0224 KSF LATERAL FORCE PER UNIT -LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.476 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 4.28 K By: MEM NorthStar 20 DECLARATION DRIVE Date: 5/23/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7018 530-893-1600 Page 7 -of FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (4'* Lsw / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn 0.26 K NET UPLIFT FORCE = Fuplift - Fdwn = 4.03 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.33 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 1.23 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.44 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 2.77 K DSFS = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (Li + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 2.77 K MIN. DRAG STRUT FORCE = 0.00 K [IRT -411 SHEAR WALL NO. 3 MSTC66 STRAP HOLDOWN W/ 34-16d SINKERS ON 2- 2X STUDS (APPLIED VERTICALLY) NorthStar WHERE By: MEM CONSTANT FOR SEISMIC CALCULATIONS (K) = 20 DECLARATION DRIVE Date: 5/23/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7018 0.013 KSF 530-893-1600 Page 8 of LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = FAX 530-893-2113 SHEAR WALL LINE 1: (BOTTOM FLOOR) 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10.42 FT INDICATES LENGTH OF DIAPHRAGM INDICATES SHEAR WALL WITHOUT SHEAR PANEL, TYP. PANEL SECTION, TYP. , L1 Lsw1 l. - L2 Lsw2 L3[Lsw3 133 FT^2 L4 1_4 L5 Lsw5 L6 L L1 = 0 FT Lsw1 = 4 FT L2 = 6 FT Lsw2 = 19 FT L3 = 7 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT ' L6 = 0 FT TOTAL LENGTH OF WALL (L) = 36 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * (Wflr1 + Wflr2) = 8.69 K LATERAL WIND FORCE ON WALL (Vw) = Pflr1 * AREAwflr1 + Vwflr1 = 8.01 K LATERAL FORCE THAT GOVERNS (V) = 8.69 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 492 FT FLOOR DEAD LOAD OF DIAPHRAGM (DL) = 0.013 KSF ROOF DEAD LOAD OF DIAPHRAGM (Dlroof) = 0.015 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 65 FT -LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10.42 FT DEAD LOAD OF WALLS EXTERIOR (Dlwext) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwint) = 0.01 KSF TRIB. WT. OF 1st FLR. SHEAR WALL (Wflr1) = AREAs*DL+Hwall*(Lwext*Dlwext+Lwint*DLwint) Wflr1 = 17.23 K TRIB. WT. OF 2nd FLR. SHEAR WALL (Wflr2) = 23.36 K TRIBUTARY WALL AREA FOR 1st FLOOR WIND (AREAwflr1) = 133 FT^2 WIND PRESSURE ON 1st FLOOR (Pflr1) = 0.02 KSF LATERAL WIND FORCE ON 2nd FLOOR (Vwflr1) = 5.35 K LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.378 KLF By: MEM NorthStar 20 DECLARATION DRIVE Date: 5/23/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7018 530-893-1600 Page q of FAX 530-893-2113 UPLIFT FORCE (Fuplift) = v * Hwall = 3.94 K UPLIFT FORCE FROM SECOND FLOOR (Fupflr2) = 4.28 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2/3*(Lsw/2*(1'*DL+4'*Dlroof)+Lsw/2*Hwall*Dlwext) Fdwn = 0.32 K NET UPLIFT FORCE = Fuplift + Fupflr2 - Fdwn = 7.90 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 0.00 K DSF2 = v * Lswl - (V / L) * (L1 + Lswl) = 0.55 K DSF3 = v * Lswl - (V / L) * (L1 + Lswl + 1-2) _ -0.90 K DSF4 = v * (Lswl + Lsw2) - (V / L) * (L1 + Lswl + L2 + Lsw2) = 1.69 K DSF5 = v * (Lswl + Lsw2) - (V / L) * (L1 + Lswl + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lswl + Lsw2 + Lsw3) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lswl + Lsw2 + Lsw3) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lswl + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lswl + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lswl + Lsw2 + Lsw3 + Lsw4 +.Lsw5) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.69 K MIN. DRAG STRUT FORCE _ -0.90 K USE: SHEAR WALL NO. 2 HD10A HOLDOWN ON 4X POST W/ SSTB34 A.B. WHERE STACKS WITH SHEAR WALL ABOVE PHD5-SDS3 ON 2- 2X STUDS W/ SSTB24 WHERE DOES NOT STACK WITH WALL ABOVE By: MEM Date: 5/23/00 Job No. 7018 Page to of SHEAR WALL LINE 2: (TOP FLOW INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthSta•r ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 LLsw1 L L2 Lsw2 L L3 (,Lsw3 L L4 I, Lsw4, L5 I,Lsw5 I, L6 L1 = 3 FT Lsw1 = 14 FT L2 = 12.5 FT Lsw2 = 8.5 FT L3 = 3 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT LENGTH. OF TRIBUTARY WALLS INTERIOR (Lwint) = TOTAL LENGTH OF WALL (L) = 41 FT SHORTEST LENGTH OF SHEAR WALL = 8.5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 7.90 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 11.47 K LATERAL FORCE THAT GOVERNS (V) = 11.47 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) _ 1425 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.015 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 33 FT LENGTH. OF TRIBUTARY WALLS INTERIOR (Lwint) = 120 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwext) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwint) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + Hwall * (Lwext * Dlwext + Lwint * DLwint) W = 36.93 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 512 FT^2 WIND PRESSURE (P) = 0.0224 KSF LATERAL.FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.510 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 4.59 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (2'* Lsw / 2 * DL + Lsw / 2 * Hwall * Dlwext) By: MEM Date: 5/23/00 Job No. 7018 Page I I of Fdwn = 0.49 K NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 - 530-893-1600 FAX 530-893-2113 NET UPLIFT FORCE = Fuplift - Fdwn = 4.09 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.84 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 2.38 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -1.12 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.84 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3`+ Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 2.38 K MIN. DRAG STRUT FORCE _ -1.12 K USE: SHEAR WALL NO.4 MSTC66 STRAP HOLDOWN W/ 34-16d SINKERS ON 2- 2X STUDS (APPLIED VERTICALLY) CMST14 STRAP AT ROOF W/ 10d @ 4" O.C. INTO SHEAR WALL & 10d @ 6" O.C. REMAINDER By: MEM NorthStar Date: 5/23/00 ENGINEERING Job No. 7018 Page 12 of SHEAR WALL LINE 2: (BOTTOM FLOOR) INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 I,Lsw1 I, L2 1,Lsw2 I, L3 )Lsw3 I, L4 L1 = 0.5 FT Lsw1 = 11 FT L2 = 0.5 FT Lsw2 = 12.5 FT L3 = 4:5 FT Lsw3 = 6 FT L4 = 1 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 10.42 FT DEAD LOAD OF WALLS EXTERIOR (Dlwext) = TOTAL LENGTH OF WALL (L) = DEAD LOAD OF WALLS INTERIOR (Dlwint) = 36 FT 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. LENGTH OF SHEAR WALL THAT STACKS FROM SECOND FLOOR = LATERAL -SEISMIC FORCE ON WALL (Vs) = K ` (Wflr1 + Wflr2) _ LATERAL WIND FORCE ON WALL (Vw) = Pflr1 * AREAwflr1 + Vwflr1 = L5 L6 11 FT 14.26 K 17.41 K LATERAL FORCE THAT GOVERNS (V) = 17.41 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1260 FT FLOOR DEAD LOAD OF DIAPHRAGM (DL) = 0..013 KSF ROOF DEAD LOAD OF DIAPHRAGM (Dlroof) = 0.015 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 33 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 75 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10.42 FT DEAD LOAD OF WALLS EXTERIOR (Dlwext) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwint) = 0.01 KSF TRIB. WT. OF 1st FLR. SHEAR WALL (Wflr1) = AREAs*DL+Hwall*(Lwext*Dlwext+Lwint*DLwint) Wflr1 = 29.70 K TRIB. WT. OF 2nd FLR. SHEAR WALL (Wflr2) = 36.93 K TRIBUTARY WALL AREA FOR 1st FLOOR WIND (AREAwflr1) = 297 FT^2 WIND PRESSURE ON 1st FLOOR (Pflr1) = 0.02 KSF LATERAL WIND FORCE ON 2nd FLOOR (Vwflr1) _ 11.47 K LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.590 KLF By: MEM Date: 5/23/00 Job No. 7018 Page 13 of UPLIFT FORCE (Fuplift) = v * Hwall = NorthStar ENGINEERING 6.15 K UPLIFT FORCE FROM SECOND FLOOR (Fupflr2) _ . 4.59 K 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2/3*(Lsw/2*(1'*DL+2'*Dlroof)+Lsw/2*Hwall*Dlwext) Fdwn = 0.77 K NET UPLIFT FORCE = Fuplift + Fupflr2 - Fdwn = 9.97 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 0.24 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.93 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + L2) = 0.69 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 2.02 K DSFS = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) _ -0.16 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.48 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 2.02 K MIN. DRAG STRUT FORCE _ -0.16 K a SHEAR WALL NO. 5 HD14A HOLDOWN ON 4X POST W/ SSTB34 A.B. WHERE STACKS WITH SHEAR WALL ABOVE HD10A HOLDOWN ON 4X POST W/ SSTB34 A.B. WHERE DOES NOT STACK WITH WALL ABOVE By: MEM , Date: 5/23/00 Job No. 7018 Page 14 of SHEAR WALL LINE 3: (TOP FLOOR= INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 �Lsw1 � L2 LLsw2 L L3 IJ-sw3 I, L4 I, Lsw4, L5 =,Lsw5 I, L6 L1 = 10 FT Lsw1 = 4 FT L2 = 6 FT Lsw2 = 4 FT L3 = 8 FT Lsw3 = 6.25 FT L4 = 0 FT Lsw4 = 2.5 FT L5 = 13.75 FT Lsw5 = 0 FT L6 = 0 FT 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwint) = TOTAL LENGTH OF WALL (L) = TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + Hwall * (Lwext * 54.5 FT SHORTEST LENGTH OF SHEAR WALL = 2.5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 6.40 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 7.80 K LATERAL FORCE THAT GOVERNS (V) = 7.80 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1094 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.015 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 75 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 30 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwext) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwint) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + Hwall * (Lwext * Dlwext + Lwint * DLwint) . W = 29.91 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 348 FT^2 WIND PRESSURE (P) = 0.0224 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.465 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 4.19 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (4'* Lsw / 2 * DL + Lsw / 2 * Hwall * Dlwext) By: MEM Date: 5/23/00 Job No. 7018 Page 15 of , Fdwn = 0.17 K NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 NET UPLIFT FORCE = Fuplift - Fdwn = 4.02 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V/ L) * L1 = 1.43 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) _ -0.14 K DSF3 = v * Lsw1 - (V./ L) * (L1 + Lsw1 + L2) _ -1.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.29 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) _ -0.85 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 1.16 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 1.16 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 1.97 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v *.(Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3.+ Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.97 K MIN. DRAG STRUT FORCE _ -1.00 K SHEAR WALL NO. 3 MSTC66 W/ 34-16d SINKERS ON 2- 2X STUDS (APPLIED VERTICALLY) By: MEM NorthStar 20 DECLARATION DRIVE Date: 5/23/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7018 530-893-1600 Page I& of FAX 530-893-2113 SHEAR WALL LINE 3: (BOTTOM FLOOR) INDICATES LENGTH OF DIAPHRAGM INDICATES SHEAR WALL WITHOUT SHEAR PANEL, TYP. PANEL SECTION, TYP. I, L1 I,Lsw1 I, L2 I,Lsw2 I, L3 I1-sw3 I, L4 I, LsA, L5 I,Lsw5 I, L6 L L1 = 5.25 FT Lsw1 = 11 FT L2 = 6 FT Lsw2 = 6.25 FT L3 = 0 FT Lsw3 = 2.5 FT L4 = 17 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TRIB. T. OF 1st FLR. SHEAR WALL (Wflr1) = AREAs*DL+Hwall*(Lwext*Dlwext+Lwint*DLwint) W Wflr1 = TOTAL LENGTH OF WALL (L) = 48 FT SHORTEST LENGTH OF SHEAR WALL = 2.5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * (Wflr1 + Wflr2) = 12.10 K LATERAL WIND FORCE ON WALL (Vw) = Pflr1 * AREAwflr1 + Vwflr1 = 11.28 K LATERAL FORCE THAT GOVERNS (Vmax) = 12.10 K SEISMIC GOVERNS LATERAL FORCE CARRIED BY CONC. WALL (F) = 4'/ 36' * Vmax = 1.34 K LATERAL FORCE RESISTED BY WOOD SHEAR WALLS (V) = Vmax - F = 10.76 K WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 928 FT FLOOR DEAD LOAD OF DIAPHRAGM (DL) = 0.013 KSF ROOF DEAD LOAD OF DIAPHRAGM (Dlroof) = 0.015 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 75 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 20 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10.42 FT DEAD LOAD OF WALLS EXTERIOR (Dlwext) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwint) = 0.01 KSF TRIB. T. OF 1st FLR. SHEAR WALL (Wflr1) = AREAs*DL+Hwall*(Lwext*Dlwext+Lwint*DLwint) W Wflr1 = 26.65 K TRIB. WT. OF 2nd FLR. SHEAR WALL (Wflr2) = 29.91 K TRIBUTARY WALL AREA FOR 1st FLOOR WIND (AREAwflr1) = 174 FT^2 WIND PRESSURE ON 1st FLOOR (Pflr1) = 0.02 KSF LATERAL WIND FORCE ON 2nd FLOOR (Vwflr1) = 7.80 K By: MEM NorthStar 20 DECLARATION DRIVE Date: 5/23/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7018 530-893-1600 Page 17 of FAX 530-893-2113 LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.545 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 5.68 K UPLIFT FORCE FROM SECOND FLOOR (Fupflr2) = 4.19 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2/3*(Lsw/2*(1'*DL+4'*Dlroof)+Lsw/2*Hwall*Dlwext) Fdwn = 0.20 K NET UPLIFT FORCE = Fuplift + Fupflr2 - Fdwn = 9.67 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V/ L) * L1 = 1.32 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 1.89 K DSF3 = v * Lsw1 - (V'/ L) * (L1 + Lsw1 + L2) = 0.38 K DSF4=v*(Lsw1+Lsw2)-(V/L)*(Ll +Lsw1+L2+Lsw2)= 2.21 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 2.21 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 2.94 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) _ -1.34 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = -1.34 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = -1.34 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = -1.34 K MAX. DRAG STRUT FORCE = 2.94 K MIN. DRAG STRUT FORCE _ -1.34 K USE: SHEAR WALL NO.4 HD14A HOLDOWN ON 4X POST W/ SSTB34 A.B. WHERE STACKS WITH SHEAR WALL ABOVE PHD6-SDS3 ON 2- 2X STUDS WITH SSTB34 A.B. WHERE DOES NOT STACK WITH WALL ABOVE By: MEM Date: 5/23/00 Job No. 7018 Page I a of SHEAR WALL LINE A: (TOP FLOOR INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING L1 I,Lsw1 I, L2 I,Lsw2 I, L3 Ilsw3 I, L4 L1 = 2.5 FT Lsw1 = 4 FT L2 = 26.5 FT Lsw2 = 4 FT L3 = 8 FT Lsw3 = 4 FT L4 = 15.5 FT Lsw4 = 4 FT L5 = 12 FT Lsw5 = 0 FT L6 = 0 FT 47.66 K TRIBUTARY WALL AREA FOR WIND (AREAw) = TOTAL LENGTH OF WALL (L) = 80.5 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC 'FORCE ON WALL (Vs) = K * W = LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 20 DECLARATION. DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. 1.112 111 L5 I,Lsw5 I, L6 6.25 K LATERAL FORCE THAT GOVERNS (V) = 6.80 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1802 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.015 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 102 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 66 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwext) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Diwint) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + Hwall * (Lwext * Dlwext + Lwint * DLwint) W = 47.66 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 279 FT^2 WIND PRESSURE (P) = 0.0224 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.425 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.82 K. DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (18'* Lsw / 2 * DL + Lsw / 2 * Hwall * Dlwext) By: MEM Date: 5/23/00 Job No. 7018 Page Iq of Fdwn = 0.55 K NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 NET UPLIFT FORCE = Fuplift - Fdwn = 3.27 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V/ L) * L1 = 0.21 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 1.15 K DSF3 = v * Lsw1 - (V/ L) * (L1 + Lsw1 + L2) _ -1.09 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.27 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) _ -0.40 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.96 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) _ -0.35 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 1.01 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L)•* (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.15 K MIN. DRAG STRUT FORCE _ -1.09 K USE: SHEAR WALL NO.3 PHD2-SDS3 HOLDOWN ON 2- 2X WITH SSTB20 A.B. MSTC66 W/ 34-16d SINK. ON 2- 2X STUDS ACROSS TOP PLATE (WHERE OCCURS) By: MEM Date: 5/23/00 Job No. 7018 Page goof NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES LENGTH OF DIAPHRAGM INDICATES SHEAR WALL WITHOUT SHEAR PANEL, TYP. PANEL SECTION, TYP. L1 �Lsw1 � L2 Lsw2 � L3 ,Lsw3 L L4 L Lsw4, L5 1,Lsw5 1, L6 L1 = 9.5 FT Lsw1 = 3.75 FT L2 = 12.75 FT Lsw2 = 6 FT L3 = 17.5 FT Lsw3 = 4 FT L4 = 17.5 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 9 FT TOTAL LENGTH OF WALL (L) = 71 FT SHORTEST LENGTH OF SHEAR WALL = 3.75 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 5.95 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 6.25 K LATERAL FORCE THAT GOVERNS (V) = 6.25 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAS) = 1404 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.015 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 102 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 66 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwext) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwint) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + Hwall * (Lwext * Dlwext + Lwint * DLwint) W = 41.69 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 279 FT^2 WIND PRESSURE (P) = 0.0224 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.455 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 4.09 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (18'* Lsw / 2 * DL + Lsw / 2 * Hwall * Dlwext) By: MEM NorthStar 20 DECLARATION DRIVE Date: 5/23/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7018 530-893-1600 Page 2) of FAX 530-893-2113 Fdwn = 0.52 K NET UPLIFT FORCE = Fuplift - Fdwn = 3.57 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.84 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.54 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + L2) _ -0.58 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 1.61 K DSF5 = v-* (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) = 0.07 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 1.54 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.61 K MIN. DRAG STRUT FORCE _ -0.58 K SHEAR WALL NO.3 MSTC66 W/ 34-16d SINKERS ON 2- 2X STUDS (APPLIED VERTICALLY) By: MEM NOrthSta.r 20 DECLARATION DRIVE Date: 5/23/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7018 530-893-1600 Page 22 of FAX 530-893-2113 SHEAR WALL LINE B: (BOTTOM FLOOR) INDICATES LENGTH OF DIAPHRAGM INDICATES SHEAR WALL WITHOUT SHEAR PANEL, TYP. PANEL SECTION, TYP. r ------ n r--" - - -- I r ----i I, L1 I,Lsw1 I, L2 Lsw2 I, L3 ILsw3 I, L4 I, Lswj, L5 Lsw5 I. L6 . I, L1 = 8 FT Lsw1 = 8 FT L2 = 8 FT Lsw2 = 6 FT L3 = 6 FT Lsw3 = 5 FT L4 = 16 FT Lsw4 = 5.5 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = TOTAL LENGTH OF WALL (L) = 62.5 FT LENGTH OF SHEAR WALL THAT STACKS FROM SECOND FLOOR = 5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * (Wflr1 + Wflr2) = 11.62 K LATERAL WIND FORCE ON WALL (Vw) = Pflr1 * AREAwflr1 + Vwflr1 = 9.49 K LATERAL FORCE THAT GOVERNS (V) = 11.62 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1428 FT FLOOR DEAD LOAD OF DIAPHRAGM (DL) = 0.013 KSF ROOF DEAD LOAD OF DIAPHRAGM (Dlroof) = 0.015 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 102 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 40 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 10.42 FT DEAD LOAD OF WALLS EXTERIOR (Dlwext) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwint) = 0.01 KSF TRIB. WT. OF 1st FLR. SHEAR WALL (Wflr1) = AREAs*DL+Hwall*(Lwext*Dlwext+Lwint*DLwint) . Wflr1 = 39.74 K TRIB. WT. OF 2nd FLR. SHEAR WALL (Wflr2) = 41.69 K TRIBUTARY WALL AREA FOR 1st FLOOR WIND (AREAwflr1) = 162 FT^2 WIND PRESSURE ON 1st FLOOR (Pflr1) = 0.02 KSF LATERAL WIND FORCE ON 2nd FLOOR (Vwflr1) = 6.25 K LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.474 KLF By: MEM Date: 5/23%00 Job No. 7018 Page 23 of UPLIFT FORCE (Fuplift) = v * Hwall = NorthStar ENGINEERING 4.94 K UPLIFT FORCE FROM SECOND FLOOR (Fupflr2) = 4.09 K 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2/3*(Lsw/2*(1'*DL+2'*Dlroof)+Lsw/2*Hwall*Dlwext) Fdwn = 0.35 K NET UPLIFT FORCE = Fuplift + Fupflr2 - Fdwn = 8.68 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V/ L) * L1 = 1.49 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.82 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -0.67 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 1.06 K DSFS = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) _ -0.05 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 1.39 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) _ -1.59 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + LSw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE _ .1.49 K MIN. DRAG STRUT FORCE _ -1.59 K• 11MA SHEAR WALL NO. 3 HD10A HOLDOWN ON 4X POST W/ SSTB34 A.B. WHERE STACKS WITH SHEAR WALL ABOVE PHD6-SDS3 ON 2- 2X STUDS WITH SSTB34 A.B. WHERE DOES NOT STACK WITH WALL ABOVE By: MEM Date: 5/23/00 Job No. 7018 Page 2q of 1016 ;-,- ■•'s NorthStar ENGINEERING LATERAL WIND FORCE ON WALL (Vw) = P "AREAw = WHERE WIND PRESSURE TRIBUTARY AREA FOR WIND (AREAw) _ UNIFORM LOADING ON DIAPHRAGM (w) = Vs / L = MAX. TENSION (Pten) = (w " L^2 / 8) / t = 1869.1 LBS WHERE l Vw = 13920 LBS W = 360 PLF L = 38.67 FT t = 36 FT 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 13.92 K 0.0232 KSF 600 FT^2 360.0 PLF w 2 - 2X TOP PLATE W/ ALL SPLICES 4' APART MINIMUM; & MSTC28 STRAP ACROSS EACH TOP PLATE SPLICE W/ 36- 16d SINKERS FIRST FLOOR DIAPHRAGM CHORD: LATERAL WIND FORCE ON WALL (Vw) = P * AREAw. _ WHERE WIND PRESSURE (P) _ TRIBUTARY AREA FOR WIND (AREAw) _ UNIFORM LOADING ON DIAPHRAGM (w) = Vs / L = MAX. TENSION (Pten) = (w " L^2 / 8) / t = 1009.7 LBS WHERE Vw = 7520 LBS W = 194 PLF L = 38.67 FT t = 36 FT 7.52 K 0.02 KSF 376 FT^2 194.5 PLF /w t L 2 - 2X TOP PLATE W/ ALL SPLICES 4' APART MINIMUM; & MSTC40 STRAP ACROSS EACH TOP PLATE SPLICE W/ 52-16d SINKERS BY: J I Ip_ DATE: JOB NO: rO I CJ PAGE 2 cJ. OF NorthStar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530.893.2113 . SHEAR WALE SCHEDULE SHEAR WALL 0 0 0 Q5 0 0 ALLOWABLE LOAD/FOOT 260 360 490 550 640 760 980 IZ.3,8 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"C -DX 3/8"CDX PLYWOOD CDX CDX CDX 5TRUCT I COX 2 51DES 2 51DES EDGE NAILING 5 8d (@ 6" Sd (@ 4"3 8d C@ 3"3 8d (@ 3" 3 Sd C@ 2" 3 Sd l@ 4" 3 8d C8- 3" 3 FIELD NAILING 5 8d Q 12" 8d (@ 12" 8d (@ 12" 8d (@ 12" 8d (@ 12" 8d (@ 12" 8d (@ 12" SILL THICKNE55 2X 2X 2X 2X 3X 3X 3X SILL NAILING 6 16d (a 4" 16d (@ 3" 16d Ca 3" 16d (@ 4" 10 I6d (@ 3" IO 16d(@ 3" to i6d 3" i0 CLIP,BLOCK'T L550 L850 LS90 LS90 L590 LS90 LS90 TO PLATE Q 22" (@ 14" 0 16" 16" C@ 12" (@ 12" (@ all 5/8" 0 5/8"0 5/8"0 5/8110 5/8110 -/silo ANCHOR BOLT 48" o.c. 18" o.c. 14" o.c. 12" O.C. 28" o.c. 24" o.c. SPACING 91/2,1 0 1/2:10 1/211 0 !/2;'c !/2!'0 !/2" 0 36" O.C. 13" O. !0' o. a" o.C. !8' O.C. O.C. G... !. OVER DOUGLAS FIR STUDS r 16" O.C., HEM -FIR TOP PLATES ARE O<AY _. ALL PANEL EDGES 5AC<ED'WITH 2 -INCH N0�-"!iNAL OQ WIDER FQAMING U. 0. _. ALL VERTICAL STUDS RECEIVING. EDGE NAI.LiNG FROM ABUTTING PANELS S=ALL SE AS SHOWN IN NOTE ::4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED _ . NAILS SHALL BE Sd HOT DIPPED GAL VAN!ZED 02 C----' COMMONS D F SILLS QEQUIQED, STAGGER ALL SILL NAILS -. SIMPSON MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF W A. L L LIN. "BLOCK" MAYBE -)TRUSS CHORD OR RAFTER PER DETAIL. 8. OSB WITH ALLOWABLE STRESS AND THIC<N=SS ERI_': ; ALENT TO ?LYWOOD MAY BE SUBSTITUTED FOR 3/8' CDX WH=Q- OCCURS. OSB BE RATED FOQ EXTERIOR USE. G. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/:0" THiC< PI L-= _;! S_=�. IC. R 0UIQES 2 Q 0 W 5 5 T AGGERED NkwthStar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION CHICO. CALIFORNIA 9:-.7 530.893-1600 FAX 530-893.2113 DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEAR WALL A 0 Q3 A 0 0 0 ALLOWABLE LOAD/FOOT 260 33O 490 550 1540 lc0 o 30 SILL NAIL I iOd 4" 10d 0 3" !(-,d ra 3" 2 POWS 2 PCWS 2 PC'wS 2 ROWS. li_;d « 4 !cd ,O 3" ;od (z NAIL CAPACITY 3156 4--0 490 -32 9a0 3 5/3"0 3 J�3 m 3 3„ 5/3'' ANCHOR BOLT 2 43" 18" I4" 24" SPACING I/2" 1/2" 0 3 -1/2" 0 3 1/2" 0 3 i/2" i/2" w 1/2" v 3C '• i3 10, C)ll lol 151 11' SILL THICKNESS 2X '2X 2X 2X 3X 3X 3X 1/2" 4 ANCHOR BOLT CAPACITY 215 380 495 550 1541 1115 1,053 5/8" 0 ANCHOR BOLT CAPACITY 291 3 o" ,' � Ge �' ' o o� �5. '\j0TEe: I. NAILS PEP ICBG PEP02T 10. NEP-212 CAP,^ -,CITY OF !(Ld 94*1.30 = 122 ;1/ .A.!L ?. DESiGN CAPACITY OF BOLTS PEP TABLE 3.2E OF TH'= '91 NDS. CAPACITY OF (%2" 4 ANCHOR BOLT :N 2X SILL = 1.33 * 020^ = CAPACITY OF 112" 0 ANCHOR BOLT IN 3X SILL = 1.33 * 1304 = 910 tt / BOLT CAPACITY OF 5/8" 0 ANCHOR BOLT I'` 2X SILL = '.33 * Qo0 = 1134 z 7 Br -fl - CAPACITY OF 5/8" m ANCHOR BOLT 3X SILL = 1.33 * I! -".O = 1=1.0 1 % :E301 - 3. PD UCE ANCHOR B 0 L T CAPACI TY iN N 0 T E 2 cY 5C'% FCR 2X ":L T= WHEN ALLOWABLE SHEAR PER FOOT 15 > THAN 350 PLF < 1500 P_� By: MEM NorthStar DatJob No. 7018 ENGINEERING 3/00 Job No. 7018 Page 27 of HEADER AT SECOND STORY - BM1: TRY: '6X12 DOUGLAS FIR LARCH #1 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 22 FT MAXIMUM SPAN LENGTH (Lspan) = 8 FT w Lspan UNIFORM DEAD LOAD (wDL) = DL " SPACING = 0.330 KLF UNIFORM SNOW LOAD (wSL) = SL ` SPACING = 0.748 KLF WHERE DL = 0..015 KSF SL = 0.034 KSF DESIGN ANALYSIS: (SEE COMPUTER SHEET "HEADER AT SECOND STORY - BMT') USE: 16X12 DOUGLAS FIR LARCH #1 HEADER AT FIRST STORY - BM2: - TRY: 5 1/8"x13.1/2" GLB 24F -V4 MAXIMUM SPAN LENGTH (Lspan) = 8 FT MAXIMUM ROOF TRIBUTARY WIDTH (Wtribl) = 21 FT MAXIMUM FLOOR TRIBUTARY WIDTH (Wtrib2) = 18 FT 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 w Lspan UNIFORM DEAD LOAD (wDL) = DI -roof " Wtribl + DI -floor ` Wtrib2 + 13'* 0.016ksf = UNIFORM SNOW LOAD (wSL) = SL " Wtribl + LLfloor " Wtrib2 = WHERE DI -roof = 0.015 KSF DI -floor = 0.015 KSF SL = 0.034 KSF LLfloor = 0.04 KSF (SEE COMPUTER SHEET "HEADER AT FIRST STORY - BM2") USE: 15 1/8"x13 1/2" GLB 24F -V4 0.793 KLF 1.434 KLF m By: MEM NOrthStar 20 DECLARATION DRIVE Date: 5/23/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7018 530-893-1600 Page 25 of FAX 530-893-2113 BEAM AT GARAGE - BM3: TRY: 5 1/8"x25 1/2" GLB 24F -V4 MAXIMUM SPAN LENGTH (Lspan) = 18 FT MAXIMUM ROOF TRIBUTARY WIDTH (Wtrib1) = 21 FT MAXIMUM FLOOR TRIBUTARY WIDTH (Wtrib2) = 18 FT w Lspan UNIFORM DEAD LOAD (wDL) = DI -roof * Wtrib1 + DLfloor * Wtrib2 + 13'* 0.016ksf = 0.793 KLF UNIFORM SNOW/ LIVE LOAD (wSL) = SL * Wtrib1 + LLfloor * Wtrib2 = 1.434 KLF WHERE DI -roof = 0.015 KSF DI -floor = 0.015 KSF SL = 0.034 KSF LLfloor = 0.04 KSF DESIGN ANALYSIS: (SEE COMPUTER SHEET "BEAM AT GARAGE - BMT') USE: 51/8"x25 1/2" GLB 24F -V4 BEAM AT SHEAR WALL LINE 2 - BM4: TRY: 3 1/8"x15" GLB 24F -V4 MAXIMUM SPAN LENGTH (Lspan) = 11 FT P P A L IF 0.5' 8.5' Lspan UPLIFT FORCE FROM SHEAR WALL AT LINE 2 (P) = 4.59 K DESIGN ANALYSIS: (SEE COMPUTER SHEET "BEAM AT SHEAR WALL LINE 2 - BM4") USE: 3 1/8"x15" GLB 24F -V4 Title Dsgnr: MEM Date: " Description e;i' Scope : Rev: 510001 General Timber Beam Description Header at Second Story - BM1 section Name bxiz LL 748.00 #/ft LL #/ft LL #/ft center Span 8.00 tt .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 Bm Wt. Added to Loads Fb Base Allow 1,350.0 psi Load Dur. Factor 1.000 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow - 625.0 psi Allowable 13.6 k -ft E 1,600.0 ksi Wood Density 34.000 pcf Max. Positive Moment 8.74 k -ft a Job # Page 1 unitorm t-oaas uver tuts Span Center DL 330.00 #/ft Left Cantilever DL #/ft Right Cantilever DL #/ft LL 748.00 #/ft LL #/ft LL #/ft I otal Load Lett t;antilever... Summary .. I otal Loaa Deflection -0.029 in -0.090 in Beam Design OK Span= 8.00ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin 4.000 ft 4.000 ft ...Length/Deft Max Stress Ratio 0.937 : 1 ...Length/Deft 3,368.2 1,063.02 Right Cantilever... Maximum Moment 8.7 k -ft Maximum Shear 1.5 5.0 k Allowable 13.6 k -ft 0.000 in Allowable 5.4 k Max. Positive Moment 8.74 k -ft a 4.000 ft Shear: @ Left 4.37 k Max. Negative Moment 0.00 k -ft a 0.000 ft @ Right 4.37 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in .Max @ Right Support 0.00 k -ft @ Center 0.043 in Max. M allow 13.64Reactions... - @ Right 0.000 in fb 865.48 psi fv 79.62 psi Left DL 1.38 k Max 4.37 k Fb 1,350.00 psi Fv 85.00 psi Right DL 1.38 k Max 4.37 k center span... ueaa Loaa I otal Load Lett t;antilever... ueaa Loaa I otal Loaa Deflection -0.029 in -0.090 in Deflection 0.000 in 0.000 in ...Location 4.000 ft 4.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 3,368.2 1,063.02 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 c c: a oway rest ence a oway.ecw: a culatio KVV-U6U3U75, Ver -Jun-1 in3� Pte- 30 Title : Job #- Dsgnr: MEM Date: Description Scope Rev: 510001 uenerai i imner Beam page 2 I Description Header at Second Story - BM1 Ck 27.920 Rb Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 Sxx 121.229 in3 Area 63.250 in2 Max Moment Sxx Req'd Allowable fb 8.74 k -ft 77.72 in3 1,350.00 psi 0.00 k -ft 0.00 in3 1,350.00 psi 0.00 k -ft 0.00 in3 1,350.00 psi @ Left Support @ Right Support 5.04 k 5.04 k 59.250 in2 59.250 in2 85.00 psi 85.00 psi 4.37 k 4.37 k i, v, & u Cc? 5pecitied Locations @ Center Span Location = 0.00 ft @ Right Cant. Location = 0.00 ft @ Left Cant. Location = 0.00 ft Bearing Length Req'd 1.272 in Bearing Length Req'd 1.272 in 0.00 k -ft 4.37 k 0.0000 in 0.00 k -ft 0.00 k 0.0000 in 0.00 k -ft 0.00 k 0.0000 in c - c: a oway rest enc- a oway.ecw: a cu atioVer -Jun-1 tnaZ- FCq.31 Rev: 510001 venerai i Im Description Header at First Story - BM2 Title : Dsgnr: MEM Description Scope: Job#7018 Date: Page 1 z)ecuon Name o.izaxis.o center Span tt.UU tt .....Lu U.UU tt Beam Width 5.125 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 13.500 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Span= 8.00ft, Beam Width Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Wood Density 34.000 pcf E 1,800.0 ksi Center Left Cantilever Right Cantilever DL •793.00 #/ft DL #/ft DL #/ft LL 1,434.00 #/ft LL #/ft LL #/ft Lett Cantilever... Ueao Load ummary Deflection -0.039 in -0.109 in Deflection Beam Design OK Span= 8.00ft, Beam Width = 5.125in x Depth = 13.5in, Ends are Pin -Pin 4.000 ft ...Length/Deft 0.0 Max Stress Ratio 0.849 : 1 2,434.4 878.28 Right Cantilever... Maximum Moment 17.9 k -ft Maximum Shear * 1.5 9.7 k Allowable 31.1 k -ft Allowable 11.4 k Max. Positive Moment 17.95 k -ft a 4.000 ft Shear: @ Leff 8.97 k Max. Negative Moment 0.00 k -ft a 0.000 ft @ Right 8.97 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.059 in Max. M allow 31.13 Reactions... @ Right 0.000 in fb 1,383.42 psi fv 140.07 psi Left DL 3.24 k Max 8.97 k Fb 2,400.00 psi Fv 165.00 psi Right DL 3.24 k Max 8.97 k enter Span... (c)-1983=98-ENERCATC Uead Load I otal Load Lett Cantilever... Ueao Load I otal Load Deflection -0.039 in -0.109 in Deflection 0.000 in 0.000 in ...Location 4.000 ft 4.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,434.4 878.28 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 c:\d\elloway rest ence\el oway.ecw:Calculatio-O'6*03D757, V-e—r 5.U.. , 1Jun-T9 9 d, VV in 2— Title : Job # Dsgnr: MEM Date: Description PCS 3 Scope: Rev: 510001 General Timber Beam Page z Description Header at First Story - BM2 tienging Analysis moment 5near Uetlection Ck 22.210 Rb 0.000 Sxx 155.672 in3 Area 69.188 int Cf 1.000 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft Max Moment Sxx Req'd Allowable fb @ Center 17.95 k -ft 89.73 in3 2,400.00 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 9.69 k 9.69 k Area Required 58.735 in2 58.735 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 8.97 k Bearing Length Req'd 3.127 in Max. Right Reaction 8..97 k Bearing Length Req'd 3.127 in i, v, & u L apecmea Locations moment 5near Uetlection @ Center Span Location = 0.00 ft 0.00 k -ft 8.97 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in t -(ETI-M799-ENE —c:\d\e loway rest ence a oway.ecw: a cu atio KW -0603075 550-6, -Jun-f998 n32— Title: Job # Dsgnr: MEM Date: Description 3 3 Scope: Rev: 510001 General Timber Beam Page 1 j Description Beam at Garage - BM3 ..,..,................ ----------- Beam Width 5.125 in ...,....,. -r..-.. Left Cantilever ._.__ .. .....--' -'-- .. ft .....Lu 0.00 ft Beam Depth 25.500 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Span= 18.00ft, Beam Width = 5.125in x Depth = 25.5in, Ends are Pin -Pin Bm Wt. Added to Loads Fb Base Allow ' 2,400.0 psi Load Dur. Factor 1.150 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Maximum Shear 1.5 E 1,800.0 ksi Wood Density 34.000 pcf Allowable 0.000 in unitorm Loaas uver run span Center DL 793.00 #/ft Left Cantilever DL #/ft Right Cantilever DL #/ft LL 1,434.00 #/ft' LL #/ft LL #/ft i otai Loaa Lett cantnever... Summary i otai Loau Deflection -0.153 in -0.418 in Beam Design OK Span= 18.00ft, Beam Width = 5.125in x Depth = 25.5in, Ends are Pin -Pin 0.000 in ...Location 9.000 ft Max Stress Ratio 0.944 : 1 0.0 0.0 ...Length/Deft 1,415.0 Maximum Moment 91.4 k -ft Maximum Shear 1.5 23.4 k Allowable 120.3 k -ft Deflection Allowable 0.000 in 24.8 k Max. Positive Moment 91.44 k -ft a 9.000 ft Shear: @ Left 20.32 k Max. Negative Moment 0.00 k -ft a 0.000 ft @ Right 20.32 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.229 in Max. M allow 120.31Reactions... @ Right 0.000 in fb 1,975.65 psi fv 179.13 psi Left DL 7.41 k Max 20.32 k Fb 2,599.37 psi Fv 189.75 psi Right DL 7.41 k Max 20.32 k enter span... ueaa Loaa i otai Loaa Lett cantnever... ueaa Joao i otai Loau Deflection -0.153 in -0.418 in Deflection 0.000 in 0.000 in ...Location 9.000 ft 9.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,415.0 516.30 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 c c:\d\elloway rest ence a oway.ecw:Ca cu atio -0'603075 Ver 5.0-6—T=Jun-f998-Win32- Title : Job # 18 Dsgnr: MEM Date: Description PG • J T Scope Rev: 510001 General Timber Beam Page 2 Description Beam at Garage - BM3 Ck 20.71 .1 Rb Cv 0.942 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 Sxx 555.422 in3 Area 130.688 in2 Max Moment Sxx Req'd Allowable fb 91.44 k -ft 422.15 in3 2,599.37 psi 0.00 k -ft 0.00 in3 2,599.37 psi 0.00 k -ft 0.00 in3 2,599.37 psi @ Left Support @ Right Support 23.41 k 23.41 k 123.370 in2 123.370 in2 189.75 psi 189.75 psi 20.32 k Bearing Length Req'd' 7.080 in 20.32 k Bearing Length Req'd 7.080 in i, v, & u L bpecinea Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 20.32 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in c - c:\d\elloway rest encs a oway.ecw: a cu atio 3ver 5.0.6, 1 --J—un--Tin32- Title : Job # Q 18 Dsgnr: MEM Date: G� Description P�' J Scope Rev: 510001 General Timber Beam Page 1 j Description Beam at Shear Wall Line 2 - BM4 Section Name. 3.125x15.0 Center Span 11.00 ft .....Lu 20.00 ft Beam Width 3.125 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 15.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V8 Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi E •1,800.0 ksi Wood Density 34.000 pcf iint Loads Dead oa s 0.1 lbs lbs lbs lbs lbs Live Load -4,590.0 lbs 4,590.0 lbs lbs lbs lbs lbs ...distance 0.500ft 9.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft ummary Beam Design OK Span= 11.001t, Beam Width = 3.125in x Depth = 15.in, Ends are Pin -Pin Max Stress Ratio 0.697 : 1 Maximum Moment 7.2 k -ft Maximum Shear " 1.5 5.4 k Allowable 20.0 k -ft Allowable 7.7 k Max. Positive Moment 7.17 k -ft a 8.976 ft Shear: @ Left 3.49 k Max. Negative Moment -1.71 k -ft a 0.528 ft @ Right 3.61 k Max @ Left Support 0.00k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.003 in Max. M allow 20.02Reactions... @ Right 0.000 in fb 734.14 psi fv 115.01 psi Left DL 0.06 k Max -3.49 k Fb 2,050.32 psi Fv 165.00 psi Right DL 0.06 k Max 3.61 k ec Ions :enter Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.002 in -0.059 in Deflection 0.000 in 0.000 in ...Location 5.500,ft 6.600 ft ...Length/Deft 0.0 0.0 ...Length/Deft 57,228.7 2,241.51 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 c c:Uelloway rest encs a oway.ecw:Ca cu atioVer , 32- Title Dsgnr: MEM p 2 Description Scope: Rev: 510001 General Timber Beam Description Beam at Shear Wall Line 2 - BM4 Job# 7��g Date: Page 2 Ck 22.210 Rb 19.290 Sxx 117.188 in3 Area 46.875 in2 Cv 1.000 Max Moment Sxx Req'd Allowable fb @ Center 7.17 k -ft 41.96 in3 2,050.32 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.64 k 5.39 k Area Required 9.913 in2 32.674 in2 Fv: 'Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction -3.49 k Bearing Length Req'd 1.992 in Max. Right Reaction 3.61 k Bearing Length Req'd 2.062 in Query Values I M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft -3.49 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in c - cAd\elloway rest ence a oway.ecw: a cu atio 3075, Ver SF7097.6,-1Tf998-Wi—n32— Lateral Support 8." Conc w/ H5 @ 24.f 8." Title : Job # -7016 NorthStar Engineering Ds§nr: Date: 3:38PM, 31 MAY 00 20 Declaration Drive Description Chico, California 95973 530-893-1600 scope Fax: 530-893-2113 r (.1 . 3 Rev: 510001 Restrained Retaining.Wall Description Elloway Residence Footing i Jl Footing Dimensions... 1.00ft Item... Soil Pressure, unfactored Toe 1,217.5 Heel 1,072.5 psf Toe Width Heel Width 1.00ft ...Allowable 1,500.0 1,500.0 psf ....Total Width 2.00ft ACI Factored Soil Press 1,217.5 1,072.5 psf Footing Thickness 12.00 in Mu': Upward Loads 905.7 91.1 ft-# Min As % 0.0014 Mu': Downward Loads 105.0 63.0 ft-# . 'rc 2,500 psi Mu : Used For Design 800.7 28.1 ft-# Fy 40,000 psi Actual 1 -Way Shear 4.2 0.0 psi 3 25' Allow 1 -Way Shear 85.000 85.00psi Bar Cover In Heel n In Toe 3.25 in Toe Rebar Selections... #4 @ 16.3in, #5 @ 25.3in, #6 @ 35.9in, #7 @ 48.Oin, #8 @ 48.0in, #9 @ 48.Oin Heel Rebar Selections ... #4 @ 16.3in, #5 @ 25.3in, #6 @ 35.9in, #7 @ 48.Oin, #8 @ 48.Oin, #9 @ 48.Oin Sliding Summary of Sliding Forces... Key Dimensions... 0.00 in Lateral Pressure @ Base of Footing 990.0 lbs Key Depth less Passive Pressure Force 125.Olbs Key Width 0.00 in less Friction Force 801.5 lbs Key Distance from Toe 0.00 ft Added Resisting. Force Required 63.5 lbs Soil over toe to neglect for Sliding Factor of Safety 0.936 :1.00 passive pressure calcs 0.00 in Footing/Soil Friction Factor 0.350 Restraint Req'd @ Top Support 330.0 lbs Resisting Moment Summary Force Item... Vertical Lateral Distance Moment Shear @ Top of Footing 660.00lbs 1.00 ft 660.0 ft-# Moment @ TOF from Stem Fixity ft-# Active Press. @ Heel Side 357.50 lbs 0.49 ft 174.2 ft-# Active Press. @ Toe Side -27.50 lbs 0.33 ft -9.2 ft-# Soil Wt. over Heel -220.00 lbs 1.83 ft -403.3 ft-# Surcharge over Heel lbs ft ft-# Footing Weight -290.00 lbs 1.00 ft -290.0 ft-# Stem Weight -580.00 lbs 1.33 ft -773.3 ft-#' Applied Axial Load @ Stem -1200.00 lbs 1.33 ft -1,600.0 ft-# Soil Wt. over Toe lbs ft ft-# Surcharge Load @ Toe lbs ft ft-# Totals 2,290.0 lbs -2,241.7 ft-# Overturning Stability Ratio : 3.72: 1 NorthStar Engineering Title: Job #70 20 Declaration Drive. Dsgnr: Date: 3:38PM, 31 MAY 00 Chico, California 95973 Description 530-893-1600 Scope Fax: 530-893-2113 P 3 Rx. 510MI Restrained Retaining Wall Description Elloway Residence Design Input 8.00 in rc ;e'ouu psi General..... In Soil Values..... 96.7 pcf Retained Height 6.00 ft Allow Soil Bearing 1,500.0 psf Maximum Moment occurs at 2.53 ft Active Fluid Pressure 55.00 pcf Ht Above Top Support 0.00 ft Design Active Pressure 55.00 pcf Dist. To Top Support 6.00 It Passive Pressure 250.00 pcf Total Wall Height 6.00 ft Soil Density 110.00 pcf Slope Behind Wall 0.00 : 1 Height of Soil over Toe 0.00 in Loads Bar Size 5 5 Added Lateral Load on Stem 5 Axial Load Applied to Top Stem... 5 Lateral Load , 0.0 lbs Axial Dead Load 300.0 lbs ...Height to Top 0.00 ft Axial Live Load 900.0 lbs ...Height to Bottom 0.00 ft Axial Load Ecc. - 0.0 in Summary Cntr ....Rebar depth 4.00 in Soil Loading Results... 4.00 in Footing & Key Sizes.... 4.00 in Total Bearing Load 2,290.00 lbs • Toe Width 1.00 ft Key Dist. 0.00ft ...resultant ecc. 0.25 in Heel Width 1.00 ft Key Width 0.00 in Soil Pressure @ Toe 1,217.5 psf Fig Thickness 12.00 in Key Depth 0.00in Soil Pressure @ Heel 1,072.5 psf Footing Results... Allowable Soil Pressure 1,500.0 psf Factored Press @ Toe 1,848.0 psf Soil Pressure OK Factored Press @ Heel 1,628.0 psf Stability Ratios... Mu:Design @ Toe 800.7 ft-# OTM Ratio 3.717 :1.00 Mu:Design @ Heel 28.1 ft-# Overturning >= 1.50 One -Way Footing Shears: SlidingRatio 0.936: 1.00 Shear @ Toe 4.187 psi Sliding < 1.51 Shear @ Heel 0.000 psi Allow. Footing Shear 85.000 psi Ftg Shear OK Concrete Stem Design Thickness 8.00 in rc ;e'ouu psi KeDar cover In Wall Weighl 96.7 pcf Fy 60,000 psi Maximum Moment occurs at 2.53 ft above footing Top .8"Ht .6"Ht .4"Ht .2"Ht Bottom Distance above footing 5.00 ft 4.00 ft 3.00 ft 2.11 ft 1.00 ft 0.00 ft Bar Size 5 5 5 5 5 5 ....Spacing 24.00 in 24.00 in 24.00 in 24.00 in 24.00 in 24.00 in ....Location Cntr Cntr Cntr Cntr Cntr Cntr ....Rebar depth 4.00 in 4.00 in 4.00 in 4.00 in 4.00 in 4.00 in Ok Ok Ok Ok Ok Ok Moment.... Actual 551.6 ft-# 997.4 ft-# 1,260.6 ft-# 1,263.0 ft-# 849.7 ft-# 0.0 ft-# Moment..... Allowable 2,662.4 ft-# 2,662.4 ft-# 2,662.4 ft-# 2,662.4 ft-# 2,662.4 ft-# 2,662.4 ft-# Shear..... Actual 10.7 psi 7.8 psi 3.0 psi 3.2 psi 12.8 psi 23.4 psi Shear..... Allowable 85.0 psi 85.0 psi 85.0 psi 85.0 psi 85.0 psi 85.0 psi P Gtf, , q -a lateral Support 8." Cone w/ N5 @ 18 -JOB *-701 a NorthStar Engineering Title : Job # %d I a 20 Declaration Drive Dsgnr: Date: 3:41 PM, 31 MAY 00 Description: Chico, California 95973 530-893-1600 Scope: Fax: 530-893-2113 41 Rev. 510001 Restrained Retaining Wall Description Elloway Residence Design Input 2,592.92 lbs ...resultant ecc. 0.96 in General..... Retained Height 8.00 ft Soil Values..... Allow Soil Bearing 1,500.0 psf Allowable Soil Pressure 1,500.0 psf Active Fluid Pressure 55.00 pcf Ht Above Top Support 0.00 ft Design Active Pressure 55.00 pcf Dist. To Top Support 8.00 ft Passive Pressure 250.00 pcf Total Wall Height 8.00 ft Soil Density 110.00 pcf Slope Behind Wall 0.00 :1 Height of Soil over Toe 0.00 in Added Lateral Load on Stem Lateral Load ...Height to Top ...Height to Bottom Soil Loading Results... Axial Load Applied to Top Stem... 0.0 lbs Axial Dead'Load 0.00 ft Axial Live Load 0.00 ft Axial Load Ecc. Total Bearing Load. 2,592.92 lbs ...resultant ecc. 0.96 in Soil Pressure @ Toe 1,398.7 psf Soil Pressure @ Heel 906.2 psf Allowable Soil Pressure 1,500.0 psf Soil Pressure OK 5.00 ft Stability Ratios... Bar Size OTM Ratio 2.944: 1.00 Overturning >= 1.50 18.00 in Sliding Ratio 0.640: 1.00 Sliding < 1.51 Cntr Concrete Stem Design Thickness 8.00 in r c Wall Weight 96.7 pcf Fy Maximum Moment occurs at 3.37 ft above footing 0.00 ft TOP_ .8"Ht Distance above footing 5.00 ft 4.00 ft Bar Size 5 5 ....Spacing 18.00 in 18.00 in ....Location Cntr Cntr ....Rebar depth 4.00 in 4.00 in Ok Ok Ok Moment.... Actual 2,582.8 ft,# 2,988.0 ft-# Moment..... Allowable 3,493.2 ft-# 3,493.2 ft-# Shear..... Actual 11.9 psi 5.3 psi Shear..... Allowable 85.0 psi 85.0 psi Footing & Key Sizes.... Toe Width 1.25 ft Heel Width 1.00 ft Ftg Thickness 12.00 in Footing Results... Factored Press @ Toe Factored Press @ Heel Mu:Design @ Toe Mu:Design @ Heel One -Way Footing Shears: Shear @ Toe Shear @ Heel Allow. Footing Shear Ftg Shear OK 60,000 psi 300.0 lbs 900.0 lbs 0.0 in Key Dist. 0.00 ft Key Width 0.00 in Key Depth 0.00 in 2,103.8 psf 1,363.0 psf 1,372.3 ft-# 2.4 ft-# 8.968 psi 0.000 psi 85.000 psi n .6"Ht A*Ht .2"Ht Bottom 3.37 ft 2.11 ft 1.00 ft 0.00 ft 5 5 5 5 18.00 in 18.00 in 18.00 in 18.00 in Cntr Cntr Cntr Cntr 4.00 in 4.00 in 4.00 in 4.00 in Ok Ok Ok Ok 3,071.0 ft-# 2,676.4 ft-# 1,631.1 ft-# 0.0 ft-# 3,493.2 ft-# 3,493.2 ft-# 3,493.2 ft-# 3,493.2 ft-# 0.1 psi 13.3 psi 27.0 psi 41.6 psi 85.0 psi 85.0 psi 85.0 psi 85.0 psi NorthStar Engineering Title : Job # U J8 20 Declaration Drive ,Dsgnr: Date: 3:41 PM, 31 MAY 00 Chico, California 95973 Description 530-893-1600 scope Fax: 530-893-2113 P 2 Rev 510001 Restrained Retaining Wall Description Elloway Residence Footing Key Dimensions... Lateral Pressure @ Base of Footing Footing Dimensions... Key Depth Item... Toe Heel Toe Width 1.25ft Soil Pressure, unfactored 1,398.7 906.2 psf Heel Width 1.00ft ...Allowable 1,500.0 1,500.0 psf ....Total Width 2.25ft ACI Factored Soil Press 1,398.7 906.2 psf Footing Thickness 12.00 in Mu': Upward Loads 1,536.4 77.8 ft-# Min As % 0.0014 Mu': Downward Loads 164.1 80.1 ft-# fc 2,500 psi Mu : Used For Design 1,372.3 2.4 ft-# Fy 40,000 psi Actual 1 -Way Shear 9.0 0.0 psi Bar Cover In Heel 3.25 in Allow 1 -Way Shear 85.000 85.00psi In Toe 3.25 in Overturning Stability Ratio: Toe Rebar Selections... #4 @ 16.3in, #5 @ 25.3in, #6 @ 35.9in, #7 @ 48.Oin, #8 @ 48.Oin, #9 @ 48.Oin Heel Rebar Selections.. #4 @ 16.3in, #5 @ 25.3in, #6 @ 35.9in, #7 @ 48.0in, #8 @ 48.Oin, #9 @ 48.Oin Summary of Sliding Forces... Key Dimensions... Lateral Pressure @ Base of Footing 1,613.3 lbs Key Depth 0.00 in less Passive Pressure Force 125.0 lbs Key Width 0.00 in less Friction Force 907.5 lbs Key Distance from Toe 0.00 ft Added Resisting Force Required 580.8 lbs -27.50 lbs 0.33 ft -9.2 ft-# Soil Wt. over Heel -293.33 lbs Soil over toe to neglect for -611.1 ft-# SlidingFactor of Safety �y 0.640 :1.00 passive pressure calcs 0.00 in Footing Weight -326.25 lbs Footing/Soil Friction Factor 0.350 Restraint Req'd @ Top Support 586.7 lbs Resisting Moment Summary Force Item... Vertical Lateral Distance Moment Shear @ Top of Footing 1.173.33 lbs 1.00 ft 1,173.3 ft-# Moment @ TOF from Stem Fixity ft-# Active Press. @ Heel Side 467.50 lbs 0.49 ft 229.2 ft-# Active Press. @ Toe Side -27.50 lbs 0.33 ft -9.2 ft-# Soil Wt. over Heel -293.33 lbs 2.08 ft -611.1 ft-# Surcharge over Heel lbs ft ft-# Footing Weight -326.25 lbs 1.13 ft -367.0 ft-# Stem Weight -773.33 lbs 1.58 ft -1,224.4 ft- # Applied Axial Load @ Stem -1200.00 lbs 1.58 ft -1,900.0 ft-# Soil Wt. over Toe lbs ft ft-# Surcharge Load @ Toe lbs ft ft-# Totals 2,592.9 lbs -2,709.3 ft- # Overturning Stability Ratio: 2.94: 1 P(:Si. 43 Lateral Support 8." Conc W/ #5 @ -Jc-)I?> * 7o 15 w4m NorthStar Engineering 20 Declaration Drive Chico, California 95973 530-893-1600 D Fax: 530-893-2113 r Rev 510001 Description Elloway Residence Title : Dsgnr. Descrlption : , Scope: Restrained Retaining Wall Job #7c 15 Date: 4:54PM, 31 MAY 00 Design Input Axial Load Applied to Top Stem... General..... 0.0 lbs Soil Values..... Retained Height 11.00 ft Allow Soil Bearing 11500.0 psf 900.0 lbs Active Fluid Pressure 55.00 pcf Ht Above Top Support 0.00 ft Design Active Pressure 55.00 pcf Dist. To Top Support 11.00 ft Passive Pressure 250.00 pcf Total Wall Height 11.00 ft Soil Density 110.00 pcf Slope Behind Wall 0.00 : 1 Height of Soil over Toe 0.00 in Added Lateral Load on Stem Axial Load Applied to Top Stem... Lateral Load 0.0 lbs Axial Dead Load 300.0 lbs ...Height to Top 0.00 ft Axial Live Load 900.0 lbs ...Height to Bottom • MMEMMI 0.00 ft Axial Load Ecc. 0.0 in Summary Soil Loading Results... Footing & Key Sizes.... Total Bearing Load 3,355.42 lbs Toe Width 1.75 ft Key Dist. 1.75ft ecc. 0.63 in Heel Width 1.00 ft Key Width 12.00 in ...resultant Ftg Thickness 12.00 in Key Depth 24.00 in Soil Pressure @Toe 1,360.2 psf Soil Pressure @ Heel 1,080.1 psf Footing Results... Allowable Soil Pressure 1,500.0 psf Factored Press @ Toe 2,013.7 psf Soil Pressure OK Factored Press @ Heel 1,599.0 psf Stability Ratios... Mu:Design 0, Toe 2,627.3 ft-# OTM Ratio 2.760: 1.00 , Mu:Design @ Heel 16.0 ft-# Overturning >= 1.50 One -Way Footing Shears: Sliding Ratio 0.814: 1.00 Shear @ Toe 16.788 psi Sliding < 1.51 Shear @ Heel 0.000 psi Allow. Footing Shear 85.000 psi Ftg Shear OK Concrete Stem Design Thickness 8.00 in c 2,500 psi Rebar Cover 3.250 in Wall Weight 96.7 pcf Fy 60,000 psi Maximum Moment occurs at 4.64 ft above footing Toa .8"Ht .6"Ht A*Ht .2•Ht Bottom Distance above footing 5.00 ft 4.64 ft 3.57 ft 2.11 ft 1.00 ft 0.00ft Bar Size 5 5 5 5 5 5 ....Spacing 6.00 in 6.00 in 6.00 in 6.00 in 6.00 in 6.00 in ....Location Cntr Cntr Cntr Cntr Cntr Cntr ....Rebar depth 4.00 in 4.00 in 4.00 in 4.00 in 4.00 in 4.00 in Ok Ok Ok Ok Ok Ok Moment.... Actual 7,949.2 ft-# 7,983.4 ft-# 7,623.8 ft-# 5,752.7 ft-# 3,193.7 ft-# 0.0 ft-# Moment..... Allowable 9,118.8 ft-# 9,118.8 ft-# 9,118.8 ft-# 9,118.8 ft-#. 9,118.8 ft-# 9,118.8 ft-# Shear..... Actual 4.1 psi 0.1 psi 14.4 psi 38.3 psi 58.7 psi 78.6 psi Shear..... Allowable. 85.0 psi 85.0 psi 85.0 psi 85.0 psi 85.0 psi 85.0 psi NorthStar Engineering Title: Job 9 -7018 20 Declaration Drive Dsgnr: Date: 4:54PM, 31 MAY 00 Chico, California 95973 Description 530-893-1600 Scope: Fax: 530-893-2113 r- - �-�j- - . Rev: 6 - Restrained Retaining Wall F�- Description Elloway Residence Footing Footing Dimensions... Item... Toe Heel Toe Width 1.75ft Soil Pressure, unfactored 1,360.2 1,080.1 psf Heel Width 1.00ft ...Allowable , 1,500.0 1,500.0 psf ....Total Width 2.75ft ACI Factored Soil Press 1,360.2 1,080.1 psf Footing Thickness 12.00 in Mu': Upward Loads 2,948.8 89.8 ft-# Min As % 0.0014 Mu': Downward Loads 321.6 105.8 ft-# fc 2,500 psi Mu : Used For Design 2,627.3 16.0 ft-# Fy 40,000 psi Actual 1 -Way Shear 16.8 0.0 psi Bar Cover In Heel 3.25 in Allow 1 -Way Shear 85.000 85.00psi - In Toe 3.25 in ft-# Toe Rebar Selections... #4 @ 16.3in, #5 @ 25.3in, #6 @ 35.9in, #7 @ 48.Oin, #8 @ 48.Oin, #9 @ 48.Oin Heel Rebar Selections..44 @ 16.3in, #5 @ 25.3in, #6 @ 35.9in, #7 @ 48.Oin, #8 @ 48.Oin, #9 @ 48.Oin Sliding Summary of Sliding Forces... 632.50 lbs Key Dimensions... Lateral Pressure @ Base of Footing 2,823.3 lbs Key Depth 24.00 in less Passive Pressure Force 1,125.Olbs Key Width 12.00 in less Friction Force 1,174.4 lbs Key Distance from Toe 1.75 ft Added Resisting Force Required 523.9 lbs 1.74 ft -1,200.8 ft-# -1063.33 lbs Soil over toe to neglect for Sliding Factor of Safety 0.814 : 1.00 passive pressure talcs 0.00 in -2,500.0 ft-# lbs Footing/Soil Friction Factor 0.350 Restraint Req'd @ Top Support 1,109.2 lbs Resisting Moment Summary Force Item... Vertical Lateral Distance Moment Shear @ Top of Footing Moment @ TOF from Stem Fixity Active Press. @ Heel Side Active Press. @ Toe Side Soil Wt. over Heel Surcharge over Heel Footing Weight Stem Weight Applied Axial Load, @ Stem Soil Wt. over Toe Surcharge Load @ Toe Totals 2,218.33 lbs 1.00 ft 2,218.3 ft-# ft-# 632.50 lbs 0.49 ft 311.7 ft-# -27.50lbs 0.33 ft -9.2 ft-# 403.33 lbs 2.58 ft -1,041.9 ft-# lbs ft ft-# -688.75 lbs 1.74 ft -1,200.8 ft-# -1063.33 lbs 2.08 ft -2,215.3 ft-# -1200.00 lbs 2.08 ft -2,500.0 ft-# lbs ft ft-# lbs ft ft-# 3,355.4 lbs -4,437.2 ft-# Overturning Stability Ratio: 2.76: 1 :� 1018 AGI. Wall Loading Diagram 9 TSL 4 V E F -T: 0 24iio.c. 4 OConc'rete COI�1 7 ® Masonry ® so i 1 ®Surcharg ® Added Lo ® Ad,i . Foo + Axial NORTHSTAR TITLE: Elloway Residence •ENGINEERING DESCR: 4' Retaining Wall 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 JOB #: 7018 BY:JMR @ 6/01/0( 530-893-1600 f (5�, 44-7 2D (C)1989-92 ENERCAL( ----RetainPRO(tm) ---------------------------------------- --------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of ------------------------------------------------------------------------ ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS ------ Allowable Bearing = 1,500 psf Axial DL on Stem = 0 pl. Active Lateral = 30.0 psf Axial LL on Stem = 0 pl: .....Slope Active = 30.0 psf ...Ecc. (Toe side +) = 0.00 in ....Max. Active = 0 psf Surcharge over Toe = 0.0 ps: Backfill Slope = 0.0:1 Surcharge over Heel = 0.0 ps: (horiz:vert,O=Level) Using Surcharge to resist Passive Lateral = 150 pcf overturning @ Heel : Yes Soil Density = 110.0 pcf @ Toe Yes Soil Ht over Toe = 0.0 in -------- ADJACENT FOOTING ------- ADDED LATERAL LOADS------- Vertical load = 0 pl Lateral Load Acting ...Ecc. (Toe side +) = 0.00 in On Stem Above Soil = 0.00 psf Footing Width (perp) = 0.00 ft Ftg. CL to Wall = 0.00 ft Add'1 Lateral Load = 0.0 plf Ftg. Base Above/Below Soil to start = 0.00 ft At Wall Face [+/-] = 0.00 ft ..dist. ...dist. to end = 0.00 ft Footing Type Line ---------------------------- WALL & FOOTING DATA ------------------------ Retained Height = 6.00 ft Toe Width = 1.50 ft Wall Ht. above soil = 0.50 ft Heel Width = 1.33 ft Key Depth = 22.00 in Total Width = 2.83 ft Key Width = 12.00 in Thickness = 12.00 in Key Dist. to Toe = 1.500 ft SUMMARY=_______________________________ Pressure @ Toe = 1,233 psf Factors of Safety: Pressure @ Heel = 30 psf Overturning = 2.01 :1 Allowable Press. = 1,500 psf Sliding = 1.58 :1 Eccentricity = 5.39 in Resultant Within Middle Third 1-Way Shear @ Toe = 9.9 psi Allowable Shear = 85.00 psi 1-way Shear @ Heel = 0.0 psi ----------------------- ----------------------------- SLIDING CHECK ----------------------------- Ftg/Soil Friction = 0.300 Lateral Pressure = 720.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 602.1 # Factor of Safety = 1.58 (-)Friction = 536.2 # Add'1 Force Req'd = 0 # ---------------------------- FOOTING DESIGN ----------------------------- ---Toe--- --Heel-- f'c = 2,500 p: ACI 9.1 Pressure = 1,726 42 psf Fy = 40,000 p: Mu - Upward = 1,607 38 ft-# Using SP @ Heel Yes Mu - Downward = 236 249 ft-# -------- Rebar Choices------- Mu - Design = 1,371 211 ft-# -- Toe -- -- Heel -- One-Way Shear: #4 @ 13.07 in 13.07 it vu = 9.94 0.00 psi #5 @ 20.26 in 20.26 it vn=2(f'c)1/2*.85= 85.00 85.00 psi #6 @ 28.76 in 28.76 it Rebar CL To Edge = 3.50 3.50 in #7 @ 39.22 in 39.22 it Depth to steel = 8.50 8.50 in #8 @ 48.00 in 48.00 it Ru = Mu/bd"2 = 21.1 3.2 #9 @ 48.00 in 48.00 it Min. Rebar Ratio = 0.0018 #10 @ 48.00 in 48.00 it NORTHSTAR TITLE: Elloway Residence . ENGINEERING DESGR: 4' Retaining Wall 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 JOB #: 7018 BY:JMR @ 6/01/( 530-893-1600 PG, 48 RetainPRO (tm) 2D (C) 1989-92 ENERCAI ------------------------------------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of ------------------------------------------------------------------------------- ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS ---- Allowable Bearing = 1,500 psf Axial DL on Stem = 300 p] Active Lateral = 30.0 psf Axial LL on Stem = 900 p] .....Slope Active = 30.0 psf ...Ecc. (Toe side +) = 0.00 ii .....Max. Active = 0 psf Surcharge over Toe = 0.0 p: Backfill Slope = 0.0:1 Surcharge over Heel = 0.0 p: (horiz:vert,O=Level) Using Surcharge to resist Passive Lateral = 150 pcf overturning @ Heel Yes Soil Density = 110.0 pcf @ Toe Yes Soil Ht over Toe = 0.0 in -------- ADJACENT FOOTING ------- ------ ADDED LATERAL LOADS------- Vertical load = 0 p] Lateral Load Acting ... Ecc. (Toe side +) = 0.00 it On Stem Above Soil = 0.00 psf Footing Width (perp) = 0.00 ft Ftg. CL to Wall = 0.00 ft Add'1 Lateral Load = 0.0 plf Ftg. Base Above/Below Soil ...dist. to-start = 0.00 ft At Wall Face [+/-] = 0.00 ft ...dist. to end = 0.00 ft Footing Type Line ---------------------------- WALL & FOOTING DATA ------------------------ Retained Height = 6.00 ft Toe Width = 1.50 ft Wall Ht. above soil = 0.50 ft Heel Width = 1.33 ft Key Depth = 22.00 in Total Width = 2.83 ft Key Width = 12.00 in Thickness = 12.00 it Key Dist. to Toe = 1.500 ft --------------------------- ------------------------------- SUMMARY ------------------------------- -------------------------------- Pressure @ Toe = 1,281 psf Factors of Safety: Pressure @ Heel = 830 psf Overturning = 2.33 :1 Allowable Press. = 1,500 psf Sliding = 1.71 :1 Eccentricity = 1.21 in Resultant Within Middle Third 1-Way Shear @ Toe = 12.5 psi Allowable Shear = 85.00 psi 1-Way Shear @ Heel = 0.0 psi ----------------------------- SLIDING CHECK ----------------------------- Ftg/Soil Friction = 0.300 Lateral Pressure = 720.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 602.1 # Factor of Safety = 1.71 (-)Friction = 626.2 # Add'1 Force Req'd = 0 # ---------------------------- FOOTING DESIGN ----------------------------- ---Toe--- --Heel-- f'c = 2,500 p: ACI 9.1 Pressure = 1,909 1,237 psf Fy = 40,000 p: Mu - Upward = 2,014 284 ft-# Using SP @ Heel Yes Mu - Downward = 236 249 ft-# -------- Rebar Choices ------- Mu - Design = 1,778 34 ft-# -- Toe -- -- Heel -- One-Way Shear: #4 @ 13.07 in 13.07 ii vu = 12.46 0.00 psi #5 @ 20.26 in 20.26 it "vn=2(f'c)1/2*.85= 85.00 85.00 psi #6 @ 28.76 in 28.76 it Rebar CL To Edge = 3.50 3.50 in #7 @ 39.22 in 39.22 ii Depth to steel = 8.50 8.50 in #8 @ 48.00 in 48.00 it Ru = Mu/bd"2 = 27.3 0.5 #9 @ 48.00 in 48.00 it Min. Rebar Ratio = 0.0018 #10 @ 48.00 in 48.00 it NORTHSTAR TITLE: Elloway Residence ENGINEERING DESCR: 4' Retaining Wall 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 JOB #: 7018 BY:JMR @ 6/01/0 530-893-1600 P �. F RetainPRO(tm) 2D (C)1989-92 ENERCAL --------------------1-- ---- STEM DESIGN --------------------------------- (Factored values shown for concrete stems) Pg 2 of <-------------- Stem Designs --------------> Stem Construction Data < At Various Heights Above Ftg. > --------------7---------------------7---------------------------------- DESIGN HT. ABOVE FTG. = 4.00 0.00 ft WALL TYPE ABOVE HT. :Concrete Concrete Thickness (nominal) = 8.00 8.00 in Rebar Size = # 4 # 4 Rebar Spacing = 24.00 24.00 in Rebar Placed at Edge Edge DESIGNDATA............................................................ fb/Fb + fa/Fa = 0.037 0.992 Lateral Load @ Ht. = 102 918 # MOMENT..... Allowable = •1,851 1,851 ft - Actual = 68 1,836 ft - SHEAR...... Allowable = 85.00 85.00 psi Actual = 0.74 10.21 psi Embedment Length Req'd = 12.00 6.00 Wall Weight = 100.0 100.0 psf Rebar Depth = 6.25 6.25 in MASONRY DATA.............................................................. f'm = psi Fs = psi Grouting Special Inspection n : Es / Em = Short Term Increase = CONCRETEDATA............................................................ f'c = 2,500 2,500 psi Fy = 40,000 40,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS --------------------- I- Overturning Moments Resisting Moments -� Origin of Force: # ft ft-# ------- # ----- ft --------- ft-# ---------------- -------- Heel Active Press. = ------ 735 2.33 --------- 1,715 Soil over Heel = 438 2.50 1,094 Toe Active Press. _ -15 0.33 -5 Soil over Toe = 0 0.00 0 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg.. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0,.00 0 0 0.00 0 Axial Load on Wall = 0 300 1.83 550 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 650 1.83 1,192 Added Lateral Load = 0 0.00 0 Footing Weight = 424 1.42 601 Key Weight 275 2.00 550 Vert. Componant of = 0 0.00 0 Active Press. --------- --------- -------- --------- TOTALS = 720 1,710 2,087 3,986 !--->> Distances from front edge of footing bottom (not key) I (1 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 J6' ( D'fq Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:43PM 14 -Jun -2000 REC FEE 7.00 CONFORM .00 PENALTY 3.00 Nikki Page 1 of i AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT ' t FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. Th property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as, follows: Parcel 3, as shown of the recorder of September 26, 1974, A.P.N.: 065-540-010 Dated )yKR-- 5 ,Z030 State of California County of 3 Lk+ f -e - on that certain parcel map, recorded in the.office the Countyy of Butte, State of California, on .in book 50 of maps, at page(s) 67 TY /mo �1-)-y On - `r U U before me, \\ AJ - *0— personally appeared '7 -11n,07 --AY C-' .4-o ersonally known to me (or proved to me on the basis of satisfactory a idence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. MAURINE R. JOHNSON Signature `� - ak: - - r COMM. A 127577 NOTARY PUBLIC -CAL BUTTE COUNTYORNIA O A. P. # MY Comm• ExPlrea Mar, 14, 2001 �+ -1-1- P- L A N D _ LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 June 29, 2000 RE: Special Inspection # 99-02 A.P. # 065-540-010 Tim Elloway 5428 Skyway Paradise, CA, 95969 Dear Mr. Elloway, With reference to the above subject and your request for inspection of the conversion of a garage to a single family residence at 14900 Coutolenc Road, in Magalia, the inspection was made on February 26, 1999. The conversion was conducted without permits and inspections from this office, so we were not able to perform the required inspections during construction. We therefore made a reasonable visual inspection, without going on the roof, under the building, or in the attic, and found the work appears to conform to the intent of code requirements, with the exception of the following items which must be completed or resolved: 1. Provide Environmental Health Department clearance and approval. 2. Install smoke detectors per 1997 Uniform Building Code. (UBC) 3. Provide a minimum of at least one door with a minimum width of three feet and minimum height of six feet eight inches. 4. Provide a perimeter foundation and verification that the entire structural system is adequate including the foundation and anchorage, floor, wall, and roof systems. 1 5. Provide attic ventilation. 6. Provide a conforming plumbing system throughout the building including hot and cold water, sewage, and gas piping systems. 7. Provide adequate light and ventilation per UBC. Remove the unlisted wood stove and expose the type A flue for visual inspection. If a wood stove is to be used, install a listed unit. 9. Provide a source of heat in addition to the wood stove capable of producing a minimum of 70 degrees three feet above the floor. 10. Provide verification that the gas appliances are properly installed. 11. Provide adequate wood -earth separation. 12. Provide an accurate plot plan showing location of all structures and their intended use. 13. Provide conforming stairs at all exits and interior locations, including rise and run, handrails, and guardrails. 14. Provide verification that the entire electrical system is properly installed including bonding and grounding at the service and receptacles, bonding of interior metal piping, G.FC.I. protection where required, and wire and breaker size. 15. Provide a conforming water heater installation including pressure -temperature -relief valve and discharge line to the exterior, and seismic anchorage. 16. Comply with Public Resources Code 4290. 17. Comply with any items identified during plan check. Inspection by the County of Butte does not act as a guarantee or warranty as to the internal soundness of said building. It is now in order for you to submit four copies of complete plans with calculations to this office including plot plans, floor plans and structural details, apply for the required permits, and pay the appropriate fees. As stated above, the plans and calculations must be prepared by an architect or engineer licensed to practice in the State of California. The permits must be obtainedrp for to any work being done, and the above listed items completed within thirty (30) days of the date of this letter. Elloway/99-02 2 Should you have any questions concerning this matter, please contact Bill Barron or Scott Rutherford of this office at the address or phone number listed above. Sincerely, Scott Rutherford Chief Building Inspector Elloway/99-02 2/26/99 Elloway 99-2 �. Provide Environmental Health Department approval. S three sets of plans and obtain a e he Garage converte welling. After 1 cc and permitaw� issuance, verify stix ion complies with approved buildings and obt final inspection and approval. J. Provide a conforming plumbing system throughout the building including hot and cold water, sewage, and gas piping systems. �. Provide an adequate source of heat per J. Provide listed wood stove and expose type A flue for inspection. f Provide adequate light and ventilation. . Wood earth separation per UBC. �. Submit accurate plot plan showing location of all structures and their intended use. ✓. Provide attic ventilation per J. Water heater to be properly installed including P.T.R. valve, earth quake straps, and vent. V/ Provide a conforming set of stairs, including rise and run, hand and guard rails. Provide verification that gas appliances are properly installed. J. Provide at least one door with a minimum width of three feet ..and a minimum height of six feet eight inches. ✓. Provide a perimeter foundation and verification that the entire structural system is adequate* -including foundation and anchorage, floor, wall and roof system. fVerify that the entire electrical system is properly installed including bonding and grounding, wire and breaker size, spacing of receptacles, and GFI protection of receptacles. ✓. Install smoke detectors per Uniform Building Code, Section J. Comply with Public Resources Code 4290. (SRA) J. Comply with any items identified during plan check. w�vy�•y r,.e. .�l'..v+n`.�''',,Y%�;L,.�°1,{�y�ry�y�y7yt"„rT'.'Q'tiv(�.f'�,t� L'• • rT`�f•�i�r""�rr:.�'r�fi...«(�,.y.*... i. V_ roti 1� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, California 95965 Telephone: 538-7541 APPLICATION FOR SPECIAL INSPECTION 7- uo{ Owner %� �Zo r A P No 066--SW-0/'� Mailing Address ��d s/'C_y(,Vl4�/ �/�(�. Telephone No.9 �'3 c2q3 e ko), -P)'Zr-r -t1- 5-30�5_& -so /27 Applicant Telephone No / 3 Mailing Address Building Location / `f (./ UC,) I hereby request a special inspection of the following building: 1. Dwelling (if only a portion, specify) 2. Apartment House .(if only a portion, specify) Q 3. Commercial (specify present occupancy) 0 4. Other (specify) I.am requesting a special inspection for the purpose of: 1. Moving the buil;&i' ng. U2. Financing (specify agency) Case No. 3. Change of occupancy to _4. Other (specify) I hereby certify that I will obtain the necessary permits and make any necessary correc- tions, alterations, or repairs required by the County of Butte, as a result of this inspec- tion,.to. comply with building and housing code .requirements. I also certify that prior to the use or occupancy of this building, I will complete the above required corrections, alterations, or repairs, or, if the building is presently occupied, I will complete the above required corrections, alterations, or repairs within '30 days. I certify that I have read this application and 'state the above information is correct and h&ret-y� authorize representatives of the County of Butte to enter upon the above - men t�%ionedproperty for inspection purposes. Date Signature of Owner ^^ Fee. Paid $ Receipt No. d� i lst!DPW/2nd-Inspector/3rd-Applicant r. Complaint -Dace Other -Dace Owner: BUTTE COUNTY DEPAF=NT OF PUBLIC WORKS SPECIAL INSPECTION REPORT ZONING A. P. #i/,aS -- — Ll% .Address • y %d Date of Inspection �2� Tenant: Inspector Building Location: Type of Inspection requested: 1. Housing L[, 2. Financing 3. Change of Occupancy to rti ih 4. - Work W/0 Permit L/ 5. Other (specify) Present use of building: A. Sanitation (Housing)_ 1. Water closet: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: v' S. Hot and cold water to fixtures}: tl 6. Heating facilities: tl�_Gvt / 7. Natural light and ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: Vit= 11. Connection to sewage disposal: 12. Connection to water supply: 13. Rubbish and garbage facilities: 14. Stairs :(Rise, -Run, Headroom, 1HR, Tolerances, Handrails) 15. Comments: B. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: 4h 15- 7- 6. Comments: C. Electrical 1. Service and ground,: 2. Receptacles: 3. Fusing: 4. Comments: D. Plumbing 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4. Comments: E. Other 1. Maintenance and repair: 0 K 2. Fire hazards: - 3. Safety hazards: 4. Weather protection: _yam s 5. Underfloor and attic v'ntilation: y' 6. Energy:. 7. Comments: F. _Commercial Buildin%ts 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: 4. Restroom floors and walls: 5. Exits: 6. Improvements: 7. Zoning: S. Comments: G. Field Problems or Violations 1. Problem or violation (give complete description): 2. What action taken (give complete description): 3. What action recommended: . A. Information only - file. L B. Hold for ten days, then write letter. = C. Write letter. L,[ D. Other: I VIOLATION CHECK LIST A.P. #y`s-Cy-O -0/a Address iy9G0 Cou-ed Jena Owner rmcgUz,Sgoc a ' Owner's Addr ss Owner's Phone No ,S— Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. / Specific Plot Plan with C/V Notedyes no Penalties Required 1st. Notice Sent 2nd. Notice Sent ate Date Comments and/or Determination i2 Disposition For Citation Citation Date (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) Is .AV L A N D O F NATU RAL WEALTH A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 November 24, 1998 �/' Timothy S. and Nancy Elizabeth Elloway J Cp Skyway Paradise, CA 95969 RE: Building Code Violation - A.P.#065-54-0-010 14900 Coutolenc Road, Magalia Dear Mr. and Mrs. Elloway: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated July 7, 1997 notifying you that you are in violation of the BCC at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required permits, inspections and approvals from this office for conversion of a garage to single family' residence and construction of a garage in violation of the provision of the 1994 Uniform Building Code and Sections 17922 and 18941.5 of the California Health and Safety Codes as follows: (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy (d) Section 3405 Change in Use Requires Conformance to Code The above violation(s) shall be corrected or abated by you by submitting four (4) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Letter to Timothy Sand Nancy Elizabeth EllowaY RE: Building Code Violation ation A.P. #065-54-0-010 Page 2 November 24, 1998 Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. MCV:dms S'ncerely, Mic ael C.1 Vieira, C.B.O. Manager, Building Inspection 1 2 3 4 5 6 7 8 9 10 11 12 13 18 19 20 21 22 23 24 25 26 27 28 29 OP ROOF OF SERVICE BY 10AIL I am over the age of 18 and not a party of this cause. I am a resident of and employed in the county where the mailing occurred .- My business address is: I served the foregoing (A.P. #065-54-0-010) Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965 SECOND NOTICE VIOLATION LETTER by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage prepaid on 24TH. OF NOVEMBER, 1998andaddressed as follows: MOTHY S. AND NANCY ELIZABETH ELLOWAY SKYWAY PARADISE, CA 95969 I•declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on 11/24/98 at OROVILLE , California. Donna Sperling Office Assistant III - Timothy S. & Nancy Elizabeth Elloway Skyway Paradise, CA 95969 RE: Building Code Violation 14900 Coutolenc Road, Magalia Dear Mr. and Mrs. Elloway: • Butte Co BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2146 .July 7, 1997 A.P. #065-54-0-010 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for conversion of a garage to a single family residence and construction of a garage. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay theappropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, MCV:dms %JA)XL Mic ael C. Vieira, C.B.O. Manager, Building Inspection cc: Assessor Bur-fy- COC- TY DEVELOP-MENT SERVICES `� 4 COMPLAINT FORM'....,.:..... AP# Owner. r, M 6 q 4 Ato ft el ZQ Zoning: Address. General Plan: Ra na- d; 5 e- Supervisorial District # I- 1-1-161qn -"- T 1 .7 /1 W1 at a CH P UIAJL &A*- TYPE: [ ]Building ]Health COMPLAINT: 1/1 a " ej [ ]Planning Complaint Taken BY: 10 g ld� ZLO 'S r - I e-cl 0.,0 5 - ZL� Permit History on File: [ ]None [AAs 9Y6' A Aq 914 'All —/k714 Caution: [ ]Yes [ ]No, rINSPECTOR'S REPORT Tenant Address: q qO 0 C���� cnpti Decription of Violation: CAZA:���— SZ- ir, W1j A*q�. 11 =71 Approx. Size of BldgJM.H. Approx. Age of BldgJM.H. ccupied Has Electricity: V4,Yes ]No Has Gas: ]None ]Propane ]Natural ]Vacant Has Sanitation: ]Yes. ]No? Obvious Sewage Problems?[ ]Yes ]No Under Construction: ]Yes, Wo Hazards:[ ]No '?es,(exp Person Contacted: - ape, Built by/for. MPresent Owner [ ]Previous Owner Describe Action Taken: Ao dmmd7tip, INSPECTOR MUSTATTACH A COPY. OF THE CORRECTION NOTICE!' ......... ...... ]Information Only, He ]Complaint Unfounded ]Resolved per Inspector's Report A rTTmqRrrnmmv-Nnr.,n Date: -- ]Hold for —Days,_ ]Oche C�end � -I:tWr for Com phanc�e 1 �. BUTTE COUNTY DEVELOPMENT -SERVICES c6mplainant. Address:, Phone Number -- other Comments: . �. .. ,•••. .. - _ _ _ - .--__.__.__._._.�......_..«.fe.:v-:�.t:�u• tt79sialitii:.�iis;iatY.i6w:kit�i[ti �eSa jSl�i:aa••'t•,I; it1 '�'}ti:: ilei!.• ;i�iiii •Z• y.• 3 i.• S. t t. �� •Y et.:$!ti$i?tltet:aitYi.v:r:.:a.:-vr...r:........-: .. ....... .......- - it ;:: itea•••tetitgi?it:tt.'ititit} Fh� ' y.•is}� it. ••ai :ilk%l i��7i:ClS .11 Al:ll„tl'K.l it � :eli::.:i::.: i:. :ii:i ::S:t!i•lt::l. S . iati it::t;:i:.:i�i.t. _ . ' Inspector must draw a plot plan with all building locations: cwt c i \ . � _-- - - - - --� fes_._.. -.-----•--- i Additional Comments from Inspector. 1 i 7 v 2/01 -- �27 Timothy Rd, Maga Z9/� coll garage 3-3413 B,, 0 ELLOWAY, TIMOTHY MAGALIA .),Ctj,,OUTOLFNC RD, COMPLETE/92-2762.. W .,91-,101 ELLOWAY,-Tim e -/s Coutolenc Rd, at: -inters w/ Rd, M a g;akl-- 1a Eya4ap44QZl-.-Pe-r M2 tree farm. orchard 'eouiumen ract' W O W -1 �- 0 4 . . , E7 rT 44. i f � - 000 010 013 ssa�.j V �: COUNTY OF BUTTE �f .J_..-......DEP.ARTMENTOF-PUBLIC.WORKS � 196 Memorial Way, Chico —.Phone: 891-2751 7 County Center Drive,.Oroville — Phone: 538-7541' �`— /•��J 747 Elliott Road, Paradise— Phone: 872-6307 r CORRECTION NOTICE FtLov4Ay 12-276? OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should; be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 4% - QoJ��4. �{�2�F�eAtloh( Or f/ -j iz �I£t2s I Date .10-6-113 Inspector Zl;'�_ For. urgent cl Date Time AD.'30 While You Were Out •Of 'Phone AREA CODE N MBER EXTENSION Telephoned LT Came To See You ❑ Returned Your Call ❑ Please Call Will Call Again Wants To See You ❑ Message If Af 4.•Qa - 00 , Signed N. i 9711 r" ADAMS BUSINESS FORMS For Urgent Date Time Mile Y u MI YOM Were Out Of Phone AREA CODE NUMB R EXTENSION Telephoned Came To See You ❑ Returned Your Call ❑ Please Call ❑ Will Call Again Wants To See You ❑ Message — Signed 9711 ADAMS BUSINESS FORMS ~T�s set of plans and SpOdIfications MUST be VIkqN, qr, the job at all iinc.,s and it is unlavAul toIbLocation of structures & lio orks, County 6f Butte. 0equilarnant shall be as shownNOTE:—All Materials & V�'C-rivrnanship Shall Be inAccordance with,—, -d Good Practices andand the National Electrical Code'tip/r4MT BUTTE COUNTYIG DEPARTMENT00 93UILDIKA r Uv LPPa4067-70 I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER QRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT �E.RMIT N?. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structureshall not be a place of ,human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place. used by the public. ASSESSOR PARCEL NO. —000 PARCEL ZONING OW ' PHONE NO. ?Z l OWNER'S ADQRESS S-5- 0Priv►\r0 e, Aw, rod(, ` C LOCATION OF BUIL 1NG 1"o LA to eon t, rz C, USE OF BUILDING �Cf l/ ©d a fi l �'1/Lx/f/j%`�� J ��t'�if �✓ .. SIZE OF STRUCTURE Q X 0 W SQ. FT. — _ 1--' TYPE' OF CONSTRUCTION: WOOD FRAME—STEEL CONCRETE' OTHER (Specify) TYPE OF SIDING Mo vi 4 ROOF COVERING FLOOR TYPE 5 a bh�` ESTIMATED COST OF CONSTRUCTION ' $ 1z PQV AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date 6 - 9-1 2— Signature ofner Permit Fee - The above described AG Building is exempt from a building permit. Receipt No. / 1S / Vy )�. iv� �\2_-3G White - DPW, Yellow - Assessor, Pink - B.I., Goldenrod - Applicant Director•of Public W By "" `�--- Date 6 9 t L. FLOOD_ PARCEL I P.D. _ ROOFIN ISSUE ' Director•of Public W By "" `�--- Date 6 9 t L. Y 'l, COUNTY OF BUTTE&_= ;DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 3 G(44 _ 7 COUNTY CENTER DRIVE - OROVILLE4.CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPL[CATION DATA SH ' iT OWNER 7-/, /2 LC.OtJ,e y A`P. No. 5-9 t% Proposed Building Use �15 fz r Building Inspector C S Date 4 ' �- At time o permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. ... _b .,.y. e .................... 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................._.. . 3. Complete plans, 3/4 sets, signed by preparer of plans . .................. 4. Engineered plans and calcs, 3/4 sets, wW wet signature on plans . ............ . 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ .......................................... 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ........................ 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............. 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ t 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . f 19. Driveway permit (construction approval required prior to occupancy). .. ... .. . Pre -Inspection requesiT- 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . ............. . 22. Certificate of Workmans Compensation Insurance . .......................... - 23. Owner -Builder Verification (Given to owner , Mail to owner ) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: ail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation 6 ` B•� Acreage Ap f"nt Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by,-, ; phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required'datalby _ phone _ mail Counter by _ Date Plans checked by Date «r Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works o ro b 0 9 n P .1 o a oc8 d�o4.j V�,%� r .} RESIDENTIAL 058-81-0-010 92-2762B,P,E ELLOWAY,, Timothy Coutolenc Rd,.Magalia garage �f h s. 'i r 07 r M . t r' OFFICE COPY , w } Address .AJ. G GAS`.. Meter By Da ELECTRIC ry ` Meter By Date_^' JOB FINALED (Date) Signature -J! m .1 a J=OK O = Not OKNot �, T = Not Readyable 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; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /"L" ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card 6-1 Date Card B-1 Date Card B-1 ' Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Valve—Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s Zoning Requirements -Setbacks -Easements Footings; SoilsSize-Depth pacing -Connectors -Steel 3-ee"s; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4.-Weod Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing SrA1dm. Awn.; Columns -Connections -Splice -Decal -Enclosures fi-emports; Windows -Doors ' 9,. Electric rmg; Sils-Anchors-Studs-Rftrs-Trusses Siding; Nailing -Veneer -Stucco -Mesh 1a --Roof; Shthg-Roofing vExt.; Steps -Doors -Landings Date \b_ f .Ct 2, Card B-1 (,-rDateDate Card B-1 Date CA -2`�-q� Card B-1 G& Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK , = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date UNDERFLOOR (Plans) OK except k's Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. C. Porches & Decks; Soils -Steel-/ /Ftg. Depth --------- 5. Stemwalls, Main; Steel-Blockouts-Wrapped Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection -------------------------------- ----------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ---------- ------------------------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled ------------------------------------------------------------------------------ 25. Romex Installed Close to Edge of Studs & C.J. -------- -------------------------------------------------------------- 26. Equip. Ground made up w/Meeh. Fastners-Bond Gas & Water ------------------------------ --------------------------------- ------ -------- ----- 27. 2 Appliance Circuts in Kitchen & Conductor Size!GFI ----- ---------------------------------------------------------- 28. Subfeed Wire Sizer ga. Cu or At-A.C. Wire Size ! 1 ga. Cu or At ---------------------------------------------------------------------------- --- 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No --------- ------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ------------- - -------------------------------------- 31 Equip Clearances Panels -Motors -Meth. Equip. ------------- ------------------------------------------------ 32. Clothes Closet Light -Shower Light -Spa Light ----------------- --- ---- -------- ------------------ - 33. Smoke Detector --------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 - ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. -A. -C. -Ducts Insulation & Support ---------------------------------------- -------------------- 35. Vent Fan Exhaust above insulation ------------------------------------------------------------- 36 Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb, Air -Return Air Vent -115 outlet ------------------------------------------------------- - ------ 38. Attic Access & Platform if Furnance in Attic ------------------------------------------ -------------------------------------- Date Card B-1 Date Card B-1 --------- --- ----- - -------Date - ---- - - - - --- - ----- ---------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils. Proper Material & Anchors - -- - - - - --------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------- ----------------------------------------------------- 41 Bearing Walls over Girders & Floor Nailing --- ------ - --- ------------------------------------------------------------------- 42. Draft Stop in Walls (rat proof) ------ ------------------------------------------------------------- 43 Fire Stops. Furred Ceilings -Stairs -Chases -Tub -------------- ---------------------------------------------------------------- 44. Headers & Beam -Size & Bearing 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer ---------------------- -- 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows --------------------------- Date Card B-1 Date Card B-1 --- ---------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except N's 61. Ext. Steps -Door & Sidelight Protection -Landings ------------------------ -- ------------- 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meeh. Protection ------------ ---------------------------------- 64. Bedrom Exiting -------o--------------- 65. G.F.I. & Bath Fixtures & Tub Access -Spa --------- 66. Elec. Trim & Subpanel: Breaker Sizes & Labels --------------- 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth ----- ------------------ 69. Elec. Outlets at Wood Panel: Int. & Ext. ------ ---------------------------------- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter --------------------------- ------ 72. Garage Fire _Door: Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.. Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor -Meth. Protection -------------- 75. Plb.. Elec. & Mech._Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes 78. -Guard -Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ------ -------------------------------- ------ 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No - - ---- ---- - - --------------- 81. --------------81. Stucco: Brown -Finish 82. A.C.Unit: Disconnect. Electrical, Plumbing ------------------------------- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing ---------------------------------- g ----- 85. Exterior Elec. Trim: G.F.I. Receptacle -Under round 86. Ventilation Throughout House .. ---- --------------- ----------------------- - 87. Glass Protection ----------------------------------------- ----- 88. Corrections from Previous Inspections - - - - - - -- - ---- ----------- 89. Gas Test -Meters Tagged: Gas -Electric -- -- -- - - - -- - - -- - -- - -- -- ---- ------------------------ 90. - -Water & Sewer Connected -C/O to Grade -HD Approval - ------ ----------------- -- 91. Energy Compliance Certificate -Other Certificates ------ -------------------- Date Card B-1 Date Card B-1 ------------ ----. Date Card -1 Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ff's ------------------ ------- 16. Water Hir.: Vent -Access -Combustion Air -Baffle ----------------------------- 17. Water Pipe; Test & Anchor -Nail Protection ------------------------------------- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ------ --------------- ------------------- Pan; Test. First Floor -Tub Access _-Shower -- ----------------------------------------------------------------- Date --------------------------------------------------------------------------- --- - 20. Test -Tub & Shower. Second Floor -Tub Access ---------------- 21. Gas Pipe; Size & Anchors --- - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection -------------------------------- ----------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ---------- ------------------------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled ------------------------------------------------------------------------------ 25. Romex Installed Close to Edge of Studs & C.J. -------- -------------------------------------------------------------- 26. Equip. Ground made up w/Meeh. Fastners-Bond Gas & Water ------------------------------ --------------------------------- ------ -------- ----- 27. 2 Appliance Circuts in Kitchen & Conductor Size!GFI ----- ---------------------------------------------------------- 28. Subfeed Wire Sizer ga. Cu or At-A.C. Wire Size ! 1 ga. Cu or At ---------------------------------------------------------------------------- --- 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No --------- ------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ------------- - -------------------------------------- 31 Equip Clearances Panels -Motors -Meth. Equip. ------------- ------------------------------------------------ 32. Clothes Closet Light -Shower Light -Spa Light ----------------- --- ---- -------- ------------------ - 33. Smoke Detector --------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 - ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. -A. -C. -Ducts Insulation & Support ---------------------------------------- -------------------- 35. Vent Fan Exhaust above insulation ------------------------------------------------------------- 36 Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb, Air -Return Air Vent -115 outlet ------------------------------------------------------- - ------ 38. Attic Access & Platform if Furnance in Attic ------------------------------------------ -------------------------------------- Date Card B-1 Date Card B-1 --------- --- ----- - -------Date - ---- - - - - --- - ----- ---------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils. Proper Material & Anchors - -- - - - - --------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------- ----------------------------------------------------- 41 Bearing Walls over Girders & Floor Nailing --- ------ - --- ------------------------------------------------------------------- 42. Draft Stop in Walls (rat proof) ------ ------------------------------------------------------------- 43 Fire Stops. Furred Ceilings -Stairs -Chases -Tub -------------- ---------------------------------------------------------------- 44. Headers & Beam -Size & Bearing 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer ---------------------- -- 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows --------------------------- Date Card B-1 Date Card B-1 --- ---------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except N's 61. Ext. Steps -Door & Sidelight Protection -Landings ------------------------ -- ------------- 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meeh. Protection ------------ ---------------------------------- 64. Bedrom Exiting -------o--------------- 65. G.F.I. & Bath Fixtures & Tub Access -Spa --------- 66. Elec. Trim & Subpanel: Breaker Sizes & Labels --------------- 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth ----- ------------------ 69. Elec. Outlets at Wood Panel: Int. & Ext. ------ ---------------------------------- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter --------------------------- ------ 72. Garage Fire _Door: Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.. Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor -Meth. Protection -------------- 75. Plb.. Elec. & Mech._Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes 78. -Guard -Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ------ -------------------------------- ------ 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No - - ---- ---- - - --------------- 81. --------------81. Stucco: Brown -Finish 82. A.C.Unit: Disconnect. Electrical, Plumbing ------------------------------- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing ---------------------------------- g ----- 85. Exterior Elec. Trim: G.F.I. Receptacle -Under round 86. Ventilation Throughout House .. ---- --------------- ----------------------- - 87. Glass Protection ----------------------------------------- ----- 88. Corrections from Previous Inspections - - - - - - -- - ---- ----------- 89. Gas Test -Meters Tagged: Gas -Electric -- -- -- - - - -- - - -- - -- - -- -- ---- ------------------------ 90. - -Water & Sewer Connected -C/O to Grade -HD Approval - ------ ----------------- -- 91. Energy Compliance Certificate -Other Certificates ------ -------------------- Date Card B-1 Date Card B-1 ------------ ----. Date Card -1 Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 / COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION J 7 County Center Drive ; Oroville, California 95965 - Telephone (916) 538-7541?EMIT APPLICATION AND PERMIT `f - ASSESSOR PARCEL NUMBER 058-810-010 ZONING TM -5 BUILDING PERMIT OWNER TimothyEllowa TELEPHONE 872-1879 SQ. FT. OCC. BUILDING VALUATION/ OWNER'S MAILING ADDRESS 555 Primrose Paradise 959Q Est • 5,000.00 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 5.000.00 LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ 101,00 PROO Coutelenc Rd., Ma alfa PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other Garage SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ElInstallation ❑ Other IX Permit to Complete B.P. #92-2762 Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( '110101 LEI ) 23.00 2ODA OR LESS Main Service I 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. so. OR ADONS. I & ACC. BLDS. ) 3.501 FT CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed underp provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code forthis reason - NEW CONST. MULTI -OUTLET NON-flESID. I BRANCH CIRCUITS ) @7.50 ( Po W ER APPARATUS ) B SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .50 Ex. Occu FIXED APPWS. OR p' ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $ 100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all Pie ments, costs, and expenses which may in any way accrue against said equence of the anting of this permit. �� [�_/3 -�—�. Date pplicant - Owner ❑ Contractor ❑ Agent mit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 101.00 HAZ- D. FEES IMP FLOOD COI PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date PERMIT EXPIRES ON l� J (Date) Receipt No. 14824n WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT zz �% COUNTYOF BUTTE =DEPART . ENTOF DVFL(PLMENTSERVICES - B,UILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFO�NIAA,959w65 K TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER LO LV 1 `�� ^� A. Proposed S Proposed Building Use /�,//1'f /�G/� %?7wilding Inspector Date At timeof permi �lication, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. .............. ��'' ............. t ........ . 2. Plot plans, 3/4 sets, signed by preparer of plans. .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans. ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. ............. 5. Hazardous Material Form. .............................................. 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non-Heated and A/C Buildings. ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). . . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ ........................41 ............... . 11: Impact fees as shown on attached schedule. .............................. 12. California Department of Forestry,plan approval/fees..................... . 13. Flood elevation letter (100 year flood) by California Engineer............. . 14. 'Sanitation and plot plan approval. Health Department. 15. City of Chico plumbing permit. ... .......................: ! ............. 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: 11 (B) Parking: . ......... 18. Contact Land Development.about t (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . 20. Pre est -inspection for required. .. a ";,a �B o�,t;- (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance. .......................... 23. Owner-Builder Verification (Given to owner , Mail to owner _�. .........: . 24. Recorded copy of Agricultural Acknowledgement Statement. .................. 25. Letter of signature authorization. .......... I.� ............................. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use.......................................... 28. Mobilehome utility clearance. . (. 29. Documentation of-legal access. ....... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ............... 31. Existing violations/expired permits....................................... 32. Plan check list . ..................................................... 33. 34. ira When you issue the permit, process as follows: (/Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage 4plicant Date Copy of Haz-Mat form sent Health Dept. FAept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: s Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by,_ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drl4e - Orovllle, Qallfornia 95965 - Telephone: 916,'538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMB R 058-810-010 ZONING TM 5 . BUILDING PERMIT OWNER TIMOTHY S. ELLOWP TELEPHONE 872-1879 SQ. FT. OCC. BUILDING VALUAT ON on 960 » �mv- OWNER'S MAILING ADDRESS 555 PRIMROSE PARADISE 95969 7?p CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 'Z$ Z LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ']-x-50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ �78 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDOR0 SCOUTOLEUC ROAD MAGALIA Permit fee $ 5339. PLUMBING PERMIT Filing Fee 15.00 Each Trap 3 5.00 15.00 Solar or heat pump water heater 20.00 LOT NO. 3 SUBDIVISION NAME PARCEL MAP Water piping 7.00 7.00 Each qas water heater or vent 7.00 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other GARAGE SPECIFY Gas piping system 1 - 5 outlets 5.001 5.00 Building sewer 15.00 15.00 Mobile Home Fs—FG7 Fs—FGW @ 15.00 TYPE OF WORK New FQ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ 4.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 18. 50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑I am licensed under p provisions of Cha t. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License .Jo. Classification 1, as the owner. Or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 20rATO 1000A1 37.50 NEW CONST.( DWELLING OCCUP.&\ 3.60 sq.f[. OR ADONS. ACC. BLDGS. // NEW CONSTIR ULT' -OUTLET NON -REST BRANCH CIRC ITS @ 5•�0 POWER APPARATUS & (SINGLE OUTLET CIR. 20 76 Ex. Occup( OR FIXTURES AL (a 4rl FIXED APPLNS, OR Ex. Occup. OUTLETS IRESID.1 EA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $� $O — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Noti a to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ LContractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai 7County in consequence of the granting of this permit. X c ��• Date Sign - Applicant — wner Contractor ❑ Agent ❑ An OSHA permit is required for excava Ions over 5'0" deep and demolition or construct- ion of structures over 3�ssttorries in h i ht. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEES q8>� HAz DFEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butt County de and/or resolutions to do work indicat bo f hich fees have been paid. F PUBLIC WORKS BY �e Date PERMIT EXPIRES Date 47 Receipt No. 112 / J �Z Z —�p `7� WHITE-D.P.W., YELLOW -ASSESSOR, I K -INSPECTOR• GOLDENROD -APPLICANT • r. 1' ... • l.. , . „r, ..Y.�.V'it"S'."/iF" `.•� �+ r a[r7"^ r•7a. .i•n'•�'�... t`r r.. -r « ;,t K.. x{K - _T• -COUNTY OF BUTTE 7.,.OE.BARTMENT A�Leosw l�:RUQILIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL 9, Q 5 - TELEPHONE (916) 538-7541 - PERMIT APPLICATION DATA SHEET //�o� S"Cl.. aw.e - �I O OWNER � � % . • A. P. No. l0 Proposed Building Use Building Inspector G"��' Date r ^' At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY ik-All items have been submitted. .......�... . 2. Plot plan4 sets, sdy preparer of plans. sjgpd..bh� 3. Complete plan4 sets, y preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets; with wet signature on plans . ............. 5. Hazardous Material Form. .......r ..................................... �§ Energy Design Compliance and supporting documentation. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ..... . Mobilehome data and manufacturer's installation instructions,.2 sets . ...........: 10. Fees of $ �Ln `l�/ If. ........................................ 11. Impact fees as shown on attached schedule ............................. . 12. California Department of Forestry plan approval/fees. ........................ 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department. 15. City of Chico plumbing permit ....... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ..... . Pre -Inspection request 20. Pre -inspection for required. . to Building Inspector. (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ). ........... . 24. Recorded copy of Agricultural Acknowledgement Statement . ................. . 25. Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . le 27. Letter of intent on building use . .................................. ....... . 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ....................................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: V Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Appli ant Date �_ S Z Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted riorto/permit issuance: (Circle ne item not checked above). 1. Index permit for above items N O� 2. Additional items required: s Contractor, designer, owner, was advised of above required data by �Zjphone� mail Cobnter b A/Date Contractor, designer, owner, was advised of above required data byi_ phone _ mail Coyter y _Date Plans checked by Date Plans approved by /� Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE -.Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at -your earliest opportunity to avoid unnecessary delay in processing and issuing your.building.permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or.no)�S 2. I (have/have not) //1 Ayie signed an application fora building permit - for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following . persons to provide.the work indicated: Name Address . Phone Type of Work Signed: Property Own r Social Security Number Date -z- NOTE: NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. 3 4a4l sem RE: BUILDING PERMIT 092-2762 AP #058-810-010 - LETTER OF INTENT OF BUILDING USE PROPOSED USE OF BUILDING TO BE AS FOLLOWS: IMMEDIATE: STORAGE OF UTILITY TRAILER AND SAIL BOAT IN GARAGE AREA. SHOP TO BE USED FOR SECURED STORAGE OF EQUIPMENT, TOOLS AND SUPPLIES NECESSARY TO MAINTAIN AND DEVELOP THE SIX ACRES ON WHICH THE BUILDING SITS (AS PREPARATION FOR CONSTRUCTION OF FUTURE RESIDENCE). ELECTRICAL CONNECTION FOR WELL TO WATER FRUIT TREES. FUTURE: WEATHER PROOF SECURE STORAGE FOR CONSTRUCTION SUPPLIES DURING RESIDENCE CONSTRUCTION, ELECTRICAL CONNECTION FOR POWER TOOLS, SECURITY LIGHTING AND SANITARY FACILITIES FOR CONTRACTORS CREW. ONCE RESIDENCE IS COMPLETED IT WILL SERVE AS TWO CAR GARAGE WITH A SHOP TO THE REAR. UNFINISHED ATTIC TO BE USED FOR STORAGE OF PERSONAL EFFECTS. COUNTY OF BUTTE - DEPARTMErIT OF PUBLIC WORKS r 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 Timothy S. Ellowan 555 -Primrose Paradise, CA 95969 Dear Mr. Ellowan:. With reference to the above subject: Attached is: Application for permit Building Plans Engr. Calcs Owner -Builder Verification Form OTHER /XX We need the following information: DATE RE: Building Permit.#92-2762 A.P. # 058-810-010 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced Permit application signed.and completed where indicated with all copies returned. XXX Fees of $ 104.90 payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including.plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of -plans -in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at:.. 1469 Humboldt Road, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7.County Center Drive,- Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing, Recorded copy of agricultural acknowledgement statement. XX/ OTHER 1. Submit letter of intent ofr use of building for review 2. See attached plan for revision. Should you have any questions concerning the above, please contact Dave Wasney of this office. between 3:00 and 5:00 pm weekdays. Yours very truly, William Cheff Director*of Public Works %;J.F. Glander JFG/aj TO4Buildinq Department FROM: Environmental Health SUBJECT: Sanitation Clearance aQ (-) W C% 2/0 - CO/0 Owner Location AP# Plan Approved for: Sewaqe Disposal Water Supply Fold final for: Final clearance O.R. for: Clearance for -- bedroom mobile home. NOTE * * * Water Supply Water Supply other 1-e Date Ssnitar t So* ---r , t, — t SIR �3 }N APPROVED Butte County j Environmental Health _ 3zIG Date ,.. Sign ture f - -- - -------------------------- T-0 996 .-/(, APPROVED Butte County Environmental Health s. L —q Z� Date Sign COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the m ',r abor and materials for construction of the proposed property improvemen (yes or no) 2. I�/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name' Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name - Address City Phone- Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following - persons to. provide the work indicated: Name Address Phone Type. of Work Signed: - Property Owner Social Security Number Date NOTE:. This __Owner -Builder Verification is -sent to you as .required by Sections 19831 and 19832. of.' -the California Health and Safety Code. This verification must be completed.and-returned to our office before we are per- mitted to issue the permit. TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance C3 1(3 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply ✓ Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for � bedroom AA le home. Other NOTE * * * 2 q2, Date 3anitari _ ___.-- baa -Olt f FFF r L� 4 s 1, a� ✓ ( E W r" 71 Pill 77, APPROV D. 0. Butte Cou tipa -Zima environmental Health -�� ct Z � 93 ptl.---------- Mt , --- Date L%' ------ Signaturb� �,IB, g ,.. 3 tn t U Ire z C,1, 6� ar MOP` wr r" F'c:t%4i.- 'w� r� �t " z y�. - - •.-rF - t •y�\:gi•� _ � WON'.:.+•. �' 'txf, `"-'Cyr•'- ' s •-* ��v s�w34. �"" ���� ��by > { �-�ty .��y �� �y r *. n� .. �J.`�n�"C4�i"t1� ^QX�+a •C�i� ,a•_ ht � 3 o4�i,� ��R` .-�'. V Q - — APPROVED Butte County .Environmental Health N Date \ ------------ A (j, p7 Jv lv of •Z4—LARGECAi` pwr�ev- �Il�w�y 24 CSA RAGE Fl oo R VIRW o 4 d N rolh lR� Ioiz BUTTE COUNTY BUILDING DEPARTMENT APD lO CT/ON /7 Y F 8 /8 9 T 2 N. R: �4 E. lel, D. B. 8 M. - .i�:. f �r 956 `t.. 0y t I _ '3_-.a"�"•"'e..- •• -.'"'n tf� - ..+ 37.e2Ac 2' 2 5.0/AC Iq 05.00AC 3/Mss ;' 30 .. Q 677.53 - -� w h 4 4 S.00ACGo O N �• �1• * _` J `i r J/ couroLcio, 14 +- _ t+ 3 Y' "` f• '" ��''}'I _; YE � � i...� _ - —y '1 4�rte_ n. w w 21 .9s Ac .� f� t .a ,N ` -y T 7" ,. 'u r ?it , 'k-`L1�: �.- •� . IFF $GX'r.mw 2Sr $' : t ��; �' `T 4 ... L i IA ^*' Yr r y ++ " i •. 22 � s.1C � - �'.�, ���� .:, ��� .rl � .. � �''°`''3..�y`�t '''�SI,F�#� ��- ��- i�.F � � A �ws_ s • � °�.,9- �j� "t - �, r i 't.4 r:sk•. r 'i ,�'..�' i:' ur.-' r�'3^}z_.; _ u �. I'+� _.. a ; ♦ BB ��� ;j Y :' ' 5�4 1T,a� L 7't �i.' - ,p ,rq,-{ t�`i� ~i` `i, • •+. e.,, :r ��. 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