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Q LU LU 011-680-020-3V 00-2725 GOODMAN, JACK & BETTY 180 EAGLE NESTDR. CMcO CONTR: OWNERr, �AU -3 NEW SINGLE FAMILY ATT. GARAGE de NOTES r Pil. �' ! O •s 1//S/`/ , too -- , RESIDENTIAL 1 r - 011-680-029 00-2725 GOODMAN,'JACK & BETTY 1$0•EAGLE NEST DR. CMCO CONTR: OWNER NEW SINGLE FAMILY ATT. GARAGE 3 - f SPECIAL CONDMONS ZSIRA FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIOO�NS SUB-STANDAR.DHOI-ISING. CHECKED BY OFFICE COPY Addres GAS J Meter By v ' Da ELECTRIC �7 Meter By Dates f JOB FINALED (Date) t�e / • Q / Signature -e' 5 _ Y - f SPECIAL CONDMONS ZSIRA FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIOO�NS SUB-STANDAR.DHOI-ISING. CHECKED BY OFFICE COPY Addres GAS J Meter By v ' Da ELECTRIC �7 Meter By Dates f JOB FINALED (Date) t�e / • Q / Signature ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 �M PERMIT . (Rev. 12/96), APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER `' 011-684-029 ZONING R-1 BUILDING PERMIT OWNER T G0011MMAty. JACK & t3SI1Y TELEPHONE 342-0223 O BUILDING SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 525 WEST 11th AVE.. ClRaa) 95926 ry^ OAR 1 OAR 1 A l ? 0 !.R # 598 C 7 74 R nn CONTRACTOR'S NAME TELEPHONE ec;Q-/,A CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 1 on. 7Q _ (lye ARCHITECT OR ENGINEER LICENSE NO. -FilingFee $ 20.00 Permit Fee $ QSR ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 6z) 70 BUILDING ADDRESS 160 EAGLE NTS DR., CRIOD CA 95926 Energy Plan Checking Fee "" ` $ 23a[in $ PERMIT FEE $ 1()2:1. /U LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 • USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.0011A M Solar or heat pump water heater 23.00 Water piping 15.00 t S M Each gas water heater or vent 15.00 .1 C M TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW KIM FAMILY ATTACHM GARAGE- Gas piping system 1 - 5 outlets 15.00 `M Building sewer 15.00 *a"e%^ Mobile Home I S I G W , . 020.00 PERMIT FEE $ 199.00 ELECTRICAL PERMIT Filing Fee 20.00 800v oR LEss Main Service 20OA OR LESS 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 I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ [,as owner of the property, or my employees with wages as their sole compensation, A will do the work, and the structure is not intended or offered for sale. q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ . 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ' X ` %rl 4 . /� , ,. / Aw;*- Date f ' �� Signature of Applicant - Q Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionG� of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNO OCCUP. OR ADDNS. ( a Acc, sins. SO 3.5¢FT: NOI-AaD ' MULTIO.T @7.50140.(Ai POWER APPARATUS 8 SINGLE OUn.ET CIR. Ex. OCCU OUTLET OR FDCTUREs 20 0''00 BAL 0 .SO Ex. Occup. ouT rs_R�io°� 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE = 206.00. MECHANICAL PERMIT Filing Fee 20.00 Heating 60.000 2 115.00 30.00 Cooling 80,000 2 15.00 30.00 Hood 6.50 6.40 Ventilation 3 4.50 131% GAS FIREPLACE 15.00 PERMIT FEE S 115.011) Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ �%.Vu COCONSTi4TTPE TOTAL FEE $ 2189.70 HAZ. i. 1D. FEES IMP FLOOD CDF PARCEL PD Ho X ISSUE .� This permit Is hereby issued under of the Butte County Code and/or indicated above for which fees have By . >!,6 '' J 4 r � PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 7 Date ate ReceiptNo. . _. 1. � � • '• ! 1� f � �� . =� r"1 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I =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-Beams-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. / P Nat. or / /"L"tt./ PLPG Carports; Windows -Doors 7. Well Clearance & Disconnect Electric 8. Utility Clearance Frmg.; Sills-Anchors-Studs-Rttrs-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 Cent. 6. 10. Exits; Insp.-Sketch 7. 11. Cent. of Occupancy 8. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-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 8-1 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 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 )_ J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date jinderfloor (Plans) OK except #'s 17 A-112 o -Setbacks- Easements- od-Slope tg., Main; Soils-Elec d.-/ /" Ftg. Depth 52. , Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. F!q,Porches & Decks; Soils -Steel-/ P' Ftg. Depth Stemw IIs, Main; Steel-Blockouts-Wrapped V. emwalls, 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 -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 �c. Receptacles in Garage (F.F.I.)-Romex Protection Date Card B -t Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s }Nater Htr.; Vent -Access -Combustion Air Battle Nofeater Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors �Q 09 47� Date , 0/ Card B•1 < Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. fiixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled V,Romex Installed Close to Edge of Studs & C.J. V. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Ve'2 29. Appliance Circuits in Kitchen & Co c Size GF Sdbfeed4hre-Size / / a. Cu or I-A.C. W Size ^ a Cu r AI 30. ge�ir { �CC or AI ven it . 10 g C or At sulated Neutral Q es ❑ No ervice-Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date U , C�r Card B•1 AL f I. Date Card B-1 Date Card B-1 Date Card B-1 Date/MECHANICAL SI/A.C. (Permit) OK except #'s Ducts Insulation & Support nt Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Dated;', , (% Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sills Proper Materials & Anchors V. Walls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4 Fire Stops, Furred Ceilings- Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 1T jireplace Ties or Type A Flue -Fireplace Throat Clearance iAe Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles *60. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions ®. Garage Fire Protection Framing 52. Property Line Firewall & Openings Date xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits /S`tairs; Width -Headroom -Rise -Run -Landing -Fire Protection V. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer i� 57. Stucco sh-Drip Screed -Fd. Vents-Underflr. Access 58. GI mg Area -Glass Protection- Skyli hts-Plastic 0 he alts; Nailing -Bolts jWdace Inter /Exterior Wall Panels Insulat n- all -Ceilings 62. Infiltrate alts -Windows Dat iJ Card B-1 . Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Steps -Door & Sidelight Protectiontaadings S oke Detector '60"'F:urnae Vents -clearance -Comb. Air -Connector - I G age; Above Floor-Ducts-Mech. Protection droom Exiting O & Bath Fixtures & Tub Access -Spa Elpe. Trim & Subpanel, Breaker Sizes & Labels St .s & Rails replace or Stove, Clearance -Hearth -74— E c. Outlets at Wood Panel, Int. & Ext. . Fixt. & Appliance; Ground -Air Gap -Cooking Clearapce f,1dcc. Outlets & Receptacles at Kit. Counter 4. Garage Fire Door; Swing -Landing -Closure 73. A. . Duct in Garage -Damper ir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. j41'Garage; Above Floor-Mech. Protection Pb., Elec. & Mech. Equip. Listed for Location �c. Receptacles in Garage (F.F.I.)-Romex Protection sulation-Foam-Looked in Attic and Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth earance Looked rider Floor 09Yes Ge Following Instld. iv es J No/Walks es . J No/Planters J Yes o 83. S co B n -Finish 4.C. Unit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing terior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House I s Protection -leorrections from Previous Inspections a F Test -Meters Tagged, Gas -Electric Pater & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 94. Address Posted Date 30, -1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: CLIMATE=PRO° FIBER GLASS BLOWING WOOL Your home has..been professionally insulated with a v "•; premium insulation system. (THE HI ER THE R VALUE, HE GMWITR THE INSULATION POWER NAME �� Wo (A Q� ADDRESS < / 90 CITY vk-,\ [.: G leS STA7E ZIP WEIGHT BLOWING WOOL 54.2 R -VALUE THICKNESS COVERAGE AREA' NUMBER OF BAGS USED CEILINGS WALLS PER. FLOORS J•9 . CLIMATE PRO PREMIUM FIBER GLASS BLOWING WOOL INSULATION - NOMINAL 25 I.B. BAG COVERAGE CHART FOR CLIMATE PRO USED FOR THE BLOW IN BLANKET SYSTEM® AND CLOSED CAVITIES R -VALUE CAVITY DEPTH/ DENSITY MINIMUM MAXIMUM 24" Center; INSULATION POUNDS WEIGHT COVERAGE 54.2 THICKNESS PER PER. -PER 3.28 INCHES CUBIC FOOT SO. FT. BAG' 4.3 4.2 3.24 POUNDS/SQ. FT. SQUARE FEET/BAG . 14 3 /2 1.8 0.525 47.6 22 51h 1.8 0.825 30.3 28 V/4 . 1.8 1.088 23.0 36 91/4 1.8 1.388 18.0 15 V/2 2.3 0.671 37.3 ; 23 51/2 2.3 ` 1.054 23.7- 30 71/4 2.3 1.390 18.0. ` 38 91/4 2.3 1.773 38 l 'This is coverage of unframed areas. j - R -VALUE MAXIMUM COVERAGE WITH FRAMING 93" HIGH CAVITY SQUARE FEET/BAG MAXIMUM COVERAGE WITH FRAMING 93" HIGH CAVITY LINEAL FEET/BAG' MAXIMUM COVERAGE WITH FRAMING 93" NIGH CAVITY CAVITIES/BAG INSULA N CONTRRAACTOR SIGNATU DAT COMPA�iC O �i/�CrI�O►YjDDRESSPHON07 . 1 HOME BUILDER SIGNATURE DATE COMPANY ADDRESS PHONE J� BIC -234 6/98 Johns Manville 0 1997 Johns Manville International, Inc. Johns Manville International, Inc. P.O. Box 5108, Denver, CO 80217-5108, Internet: www.jm.com. For more information call 1-800-654-3103. Density 16" Centers 24" Centers 16" Centers 24" Center; 16" Centers 24" Centers 14 1.8 y 54.2 52.4 6.8 6.6 5.09 3.28 22 1.8 - 34.5 33.4 4.3 4.2 3.24 2.09 28 1.8 26.2 25.3 3.3 3.2 2.45 1.58 36 1.8 20.5 19.8 w 2.6 2.5 1.92 1.24 15 2.3 42.4 41.0 5.3 5.1 3.98 2.56 23 2.3 27.0 26.1 3.4 3.3 2.53 1.63 . 30 2.3 20.5. 19.8 2.6 2.5 1.92 1.24 , 38 2.3 r 16.1 1 15.5 2.0 1 1.9 1 1.51 1 0.97 INSULA N CONTRRAACTOR SIGNATU DAT COMPA�iC O �i/�CrI�O►YjDDRESSPHON07 . 1 HOME BUILDER SIGNATURE DATE COMPANY ADDRESS PHONE J� BIC -234 6/98 Johns Manville 0 1997 Johns Manville International, Inc. Johns Manville International, Inc. P.O. Box 5108, Denver, CO 80217-5108, Internet: www.jm.com. For more information call 1-800-654-3103. This is Fiber Glass FTC Fact Sheet Blowing Wool Insulation I Climate Pro® Fiber Glass Blowing Wool Insulation, BIBS Application Bag Weight 25 lbs. Nominal (Minimum Net Weight of Insulation in this package is 23 lbs.) R -VALUE CAVITY DEPTH/ DENSITY � MINIMUM MAXIMUM 23 INSULATION POUNDS WEIGHT COVERAGE 30 THICKNESS PER PER PER 38 INCHES CUBIC FOOT SO. FT. BAG ' POUNDS/SQ. FT. SQUARE FEET/BAG 14 3'/2 1.8 0.525 47.6 22 51/2 1.8 0.825 30.3 28 71/4 1.8 1.088 23.0 36 91/4 _ 1.8 F 1.388 18.6 15 31/2 2.3 0.671 37.3 23 51/2 2.3 1.054 23.7 30 71/4 2.3 1.390 18.0 38 91/4 2.3 1.773 14.1 Read This Before You Buy ' What You Should Know About R -Values. The chart shows the R -value of this insulation..R means resistance to heat flow. The higher the R -value, the greater the insulation power. Compare insulation R -values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than. what you'll save on fuel. To get the marked R -value, it is essential that this insulation be installed properly with pneumatic equipment. OPRINTED ON RECYCLED PAPER BIC -234 6/98 N7". Johns Manville Building Insulation Division P.O. Box 5108 Denver, Colorado 80217-5108 1-800-654-3103 Internet: http://www.jm.com COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 z 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE w� rl 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 anv questions nertainino to this matter_ or nand M( itinnal aYnlanatinn please contact this office immediately. REV 10/92 •. j .. _ v •. -.^..-,.-.F r � r �. .„�iir•'11�e�'�•<iviG'r`f"•_1�.. �: e_.: .t ti ,•... _ -.COUNTY OF BUTTE '.................. . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE ✓" u ✓1 (9() - 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 notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 4c4_� vies ���� `� �'' ► '^P / i`'tJ ►s 1 J✓j cl- / l.Ji . Ar--!- -, J J REV 10/92 IJ .COUNTY OF BUTTE, ........... . —7 .... • •• �, , , , BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE ("-� C)Crj Ma ✓1 0o OWNER I PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 3. N Date , Inspector REV 10/92 — 4r_ ca h 0 r' >r ; r4 44 Date �� Q Inspector izlAg REV 10/92 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 6-->caJo, 5o-2-7 5 OWNER PERMIT NO. Lt a 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. ��LAJI•�� pn� Cof rc'J%���' - 01 JA C4 Ph r a 0 a' o �01 FAA /0'f-01 0 h N F, ortmPle- 0\ f — 4r_ ca h 0 r' >r ; r4 44 Date �� Q Inspector izlAg REV 10/92 X COUNTY OF BUTTE BUILDING DIVISION -DEPARTMENT OF DEVELOPMENT SERVICES t 411 Main Street * Chico, CA * (530) 891-2751 7 County Center Drive • Oroville, CA - (530) 538-7541 CORRECTION NOTICE 'OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Tplease contact this office iediately. Date` Inspector REV 10/92 - ..yA�4 S.{ •-T � r i II 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 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 comp) ed. If you have any questions pertaining to this matter, or need additional explanation, plea a contact this office immediately. J REV 10/92 COUNTY OF BUTTE BUILDING DIVISION, DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet • Chico, CA !.(53'0) 891-2751 7 County Center. Drive • Oroville, CA • (530) 538-7541 - — CORRECTION NOTICE 7,2 OWNER PERMIT NO. r 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 +a completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. w 1' fi ti iYr ! F3 Date / Inspectp REV 10/92 ' + 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 Y CORRECTION NOTICE r e::�z64 ZiZ, 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 T Z �t C) r Inspector REV 10/92 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: ,4�& , ENVIR. HEALTH, CHICO DATE:-((- Q RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: 14-d. Gcrzy4ma n SEPTIC: WELL: AP#: 011 - (O°Jy - 02-9 ADDRESS/LOCATION: Comments: GL/memos/releasehold 1 li t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION It 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96;1 APPLICATION AND PERMIT & —,4 RZ5 ASSESSOR PARCEL NUMBER 011-080-029 R-1 ZONING BUILDINGPERMIT ' OWNER GOODMAN JACK & B= TELEPHONE 342-0223 SO, FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 525 WEST 11th AVE. CHICO 95926 1048 11 n,n96-nn 598 C 7,774-00 CONTRACTOR'S NAME TELEPHONE 29511 "R i99.4r,9 nin CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 180 EAGLE NEST DR. CHICO CA 95926 Energy Plan Checking Fee $ $ PERMIT FEE $ 1623.70 LOT NO. SUBDNSIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 130 1210 Solar or heat um water heater - 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY ATTACHED GARAGE Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.60 - Mobile Home ISI GI W1 920.00 PERMIT FEE $ 199.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoOAIOR LESS 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 I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 46.00 WELLINGITO CCUOOOA NEW CONST. DWELLING OCCUP. OR ADDNS. a ACC. BUDS. so 3.5¢Fr, N"rRESD MULTI.OUTLET @7.50140.00 POWER APPARATus a SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES ZO '0 BZ 10 ,00 Ex. Occup. ouTLEEDrs A�ID.o� 5.00 Temporary Service 23.00 n nn Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ 206.00. WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo th comply with those provisions. /� 7 X� Datei4� /. GM6 Sigature of Apicant - Owner ❑ Contractor ❑ Agent An � ,HA permit is required for excavations over 5'0" deep and demolition or construction of st6-tures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation r PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ �/U co TYPE `V T TAL FEE $ 2189.70 HAZ IMP FLOOD CDF PARCEL PD HD ISSU This permit is here y Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By / to Y PERMIT EXPIRES ON l !'�eceiptNo. 308972 D r 'ITE-D.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•A PLICANT r fE.H. USE ONLY . Plorik' A"' -d Floor Plan ARaeh d _ Sant to S.D. ! TO: Building Department G U ata FROM: Environmental Health SUBJECT: Sanitation Clearance 5' cl. - f3. Gci-yJwat,l ( 8-7 Cmte_ Ne.s �-1) r . 011 '7�-&-- 019 Owner ° Location AP# Plan Approved for: Sewage Disposal � Water Supply: Public � Private Well Clearance for dwelling. Other s r men .�.. :Ho�lfinal for: -!5� hL e e.rff• - j2hoks, 17r .�n�s tea_ i1�_w s✓ste►yt . Final clearance O.K. for: 1� NOTE: Environmental Health Specialist Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION , 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: %%ICI ASSESSOR PARCEL NUMBER: ! — lOD �� Proposed Building Use: , Building Inspector: 4- 7 Date: At time of 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 .------------------------------------------------------------------------------------- Plot plans, 0 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- UY. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- . Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ IjVe Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El8. Hazardous Material Form. ------------------------------------------------------------------------------------------ 9. Manufactured Home data and installation in ctions including Tie Down Specifications .------------------ 0. Fees of $Q�---=------------------------------------------------------------------ l/ �1. Impact fees as shown on the attached schedule.------------------------tt-,--�-----------------------7-----� ----------- ®12. California Department of Forestry plan approval/fees. ��� -C�— =--1-! `--i------ ❑ 1 . Flood elevation certificate. --------------------------------------- --------------------- =------ ------------- 14. Sanitation and plot plan approval —(Health Department. -- �a '------ ------ ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- 6. Plot plan and business license approval from the,1W of Bi s. ------- ------------ -- -- = XX,,,�.��yy / Planning approval for (A) Use: ar ' g: -------------------------- t — l % OD Contact Land Development about Improvements, ElDrainage, Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required. Request to Building Inspector on - (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 02/;',Letter of signature authorization. -------------------------------------------------------------------------------- ecorded copy of Agricultural Acknowledgment Statement.----------------------------------� -=--- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other:------- ❑�n you issue- ttt��h�ee permit, rocess as follows ❑ Mail to owner, ❑M ' to contractor. Telephone �/°T� � � 3 and hold for pickup at D� office. ❑ Deliver with inspector. Sr2�� Ian/ J 2�/Z/D O �j� Applicant: � Date: r, Copy of Haz-Mat form sent ❑Health Department, ❑ Fire Department, ❑ Air Poflutign Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O r: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner was adNqsed of the above required data by ❑ phone, ❑ mail, ❑ Buildini io counter, by Date: Plans reviewed by: Date: 1 Plans approved by: Date: Sets of plans on Aold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT,SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 Telephone (530) 538-7541 PERMIT NO. _ 7. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL PARCEL NUMBER 011-080-029 R-1 ZONING BUILDING PERMIT ' OWNER GOODMAN JACK & B= TELEPHONE 342-0223 SO. FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 525 WEST 11th AVE. CHICO 95926 1048 if n,n56_nn C 7,774-00 CONTRACTOR'S NAME TELEPHONE 99511 'R 19Q.4r)9 00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE No. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 180 EAGLE NEST DR., CHICO CA 95926 Energy Plan Checking Fee $ $ PERMIT FEE S 1623.70 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 11 0 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities 13Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY ATTACHED GARAGE Gas piping stem 1 - 5 outlets 15.00 Building sewer -1500 15.00 ' Mobile Home I s I G I W @20.00 PERMIT FEE S 199.00 ELECTRICAL PERMIT Filing Feel 20.00 600V OR LESS Main Service 20 AOR LESS 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.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit Is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (rhe 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 workers' compensation provisions of section 3700 of the Labor Code, I shall fo h comply with those provisions. �j X _ Date/&/ /. C?eo Signai-u—ref of Ap icant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. . Main Service 200ATO 1000A 46.00 NEW CONST. DWELLING OCCUR 3.5¢so ( ACC ORw corgi . M NON•RESID. @7.50 140.00 APPARATUS 8 SINGLE OurLET CIR. OUTLET OR ForrURES O I'50 Ex. Occu BAL. @ .so Ex. Occup. oUTLEEDTs AEJ EA 5.00 Temporary Service 23.00 21 nn Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 206.00. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation r PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46-00 RJ/U co TYPE " V TP TAL FEE $ 2189.70 HAZ.FE IMP I FLOOD I CDF I PARCEL I PD I HD I ISSU This permit is here y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By /to `Y EXPIRES ON l �' /q Q eT LReceipt No. 308972 s%.IPERMIT WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•A PLICANT E.H. USE ONLY Plot-Pl,n Anxh•d Floor Pl.n Attaeh d Sent to B.D. ! TO: Building Department G 6.- a�a FROM: Environmental Health SUBJECT: Sanitation Clearance �> u v (3. Grudwtatt f 81.E Cafe- /test- 1)rr. 01 V- &80 02 - Owner r Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other W/ rrk s ae!- n ..T.. Hol final for: <,C�ftL re�.�d-es Final clearance O.K. for: I� NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 j SCHEDULE OF FEES DUE // //►► OWNER f �1 / A. P. # ell• 4!>// !%�®`L�� PROPOSED BUILDING USE � V J'; g dA'&e, DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ , --Additional Fees Due ............................................ $ ' --Revised Plan Checking Fee.......//...j....................... $ 2e3. SCHOOL DISTRICT FEES (paid at District Office) — '�—�— SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x =$ # Units Amt. Commercial (Sq. ft.) ............. —x—=$ e` Sq. ft. ��jj JJ� Amt. p1" 5. RECREATION DISTRICT FEES �� lele� THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 6 /r o At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. 9APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Attention Property .Owner ` An "owner-builder"'building permit has been applied for in your name and b" your .. a ..•_Rwe., signature. Please complete �. and - return', this t information '-=at your earliest •-opportunity_. +to ,avoid unnecessarydelay,in processing and issuing your building permit. 'No building permit will be issued until this-vedfication is received. 3 4. a I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[ ]. I HAVE[ ] .: [ ] signed an application for a building permit for the proposed work. t -I have contracted with . the , following person (firm) to provide 'Ithe:. proposed. construction: n� NAME: ADDRESS: A0CITY: ' 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. Y I will provide some of the work but I have contracted (fired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: '�( PROPERTY OWNER: 1: K DATE: A�7z 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. OVER 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 -builder" 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 you. plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials *and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 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. 0 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. 0 For more specific information about your obligations 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 '"ownerbuilder" 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 form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sinc&rel Michail C. Vieiia, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information. is required by Section 19830 of the California Health and Safety Code. IN is y BUTTE COUNTY SCHOOLS IMPACT AFEE CERTIFICATION FORM r " (One form per Building) , School District ( W / N Building Department No. t% A.P. Number a+� I "�Q UU r ��! Jurisdiction: City County Property Owner Dr=� t��'�.� `"�Q, Property LocatioNAddress, / s Subdivision � l� F. AA i T?) I � Lot No. ............. .................................................................................................. Residential Development No of Living ` Mobile Home AdditioN *Supplemental to Units Installation Conversion Permit # .. '(No foundation inspection) r .. CommerciaUlndustrial • ' /} New * Addition / j<idil ing Department Representative (Floor Plans reviewed by School District District Identification No. 0 O Q L1 3 29 Sq. Footage V7 (Group R) Sq'. Footage (Including Exterior Roofed Areas) 12 l/ Y1 `7 O O Date School District certifies that (Applicant) (Street Address) (Phone Number) C,�,t�� • Com' �iSKI 2(� (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing O J� square feet. Sc ool District Representative Paid by Check # 51 Remarks: 11-7—cu by payment of $ 0 053. (GS AB 2926 $ . FULL MITIGATION $ u Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98)dmm '>'. .,- ily ^, i tir�'�«r.,.'1,, •.. «� n T. , ,?..�i.r..�,�i-r�^rr� ..,, •.......ii,�."z1�•-i�ri-,..;t --.r ii:.%4` `'i�'�•, •r. wr ;.• !1: .. '-4-..=+t+i..-,. � .. ''7 .. Jr BUTTE'CO NUNTY.•PARKS DEVELOPMENT FBS CERTIFICATION FORM ? CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) ' Property Owner��-Crx.��i Project Location/,Address Subdivision Number Residential Development: (check one)" New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units -,"I Comment: zo •QQ r Building Depar, e -n t'Repriesekftaive "`�. Date �����**�r�r�rrr�c�c�xx,��t,r�r�r�r�r�r�r�r�r�c�c•x�r�t,r�r�r�r�r*�,��r,r�r�rw�r�r�r�r�r�t*w,��r�r�r�r*�r�r�r�r�r,r�r�r,��r�r�r�r��r Chico Area Recreation and Park District(CARD) certifies that ri--fv (:moo m 3 y2- 02 2 (Applicant Name) (Phone Number) (Street Address) (City) (State) (Zip Code) has, complied with the requirements of Butte Co. R�solution.No.' 90(Q7140 by payment for _ dwelling units @ $1',189 for total payment;of $, •- � s I On CARD Representative Date s PAID BY CHECK NO. -1 REMARKS: r BANK N0: IQ I (+4 3C)%6 I CX4 J id0,qioZ PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD i park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. t?!14loO #6496 2:41Ph } 'TOTAL $1189.00 9 PICC -ECT PROCESSING RFCORD APPLICANT: OWNER: PERMIT #: A.P.#: /-C-4D-G" WORK DESCRIPTION: DATE DESCRIPTION OF STEP 9 RESIDENTIAL PLAN REVIEW GUIDE- --SINGLE FAWLY, UIDE-SINGLEFAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: —Lcaiw, ai✓� Building Permit Number: 00 o? -7 ZS Plans Examiner: I I w) A P. Number: GENERAL: Zoning requirements - (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work. on the application. Existing violations on the property. Recorded notice of violation. P OT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, 6te. Other buildings or structures. (9 ct - Grading, fills and/or drainage. /XJo t�X ✓ r- Flood hazard 6. Special conditions on Parcel Map (Noise,(! ire Sprinklers, Water Tender, Traffic and Drainage fees)... FAU & FAS road setback. Building or utilities across lot lines (record form). / FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). If 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). .3- Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipmenf(Uniform Mechanical Code 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 11 . A Smoke detectors (Uniform Building Code section 310.9.1). . Water closet clearances (Uniform Plumbing Code 408.5). /. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 TRUCTURAL DETAILS: I Conventional construction - Unusuall s buildings (Uniform Building Code section 2320.5.4). Standard bracing or en ineered 'gn (Uniform Building Code se6tion 2320.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. $Por.ch Garage door header size(s). header size(s). Stud heights. 0 "„ p,�(J;V�7, 14. aasive-s�� special foundation design required. -• 1'Q� �/ .,`.� Retaining walls requiring design. 6 Special Inspection requirements. 17. Header sizes. . r 1.8. Gypsum wallboard nailing inspection required. �CELLANEOUS ITEMS: tairway details - landin rise and run, head clearan handrail (Uniform B ilding Code section 1006): ►�ov iC,t.� CQ&, Ac�-r. , Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster.- weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1&2,15-D-1 &2). 6 - Rogf covering type = (fire hazard). F&ain insulation - protection. r8� .36"' halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 10,, Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11 Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances - LPG requirements. Sound requirements. - nergy design compliance and supporting documentation. Pro u ep__ a�-alnvJ Flashing at all exterior openings. 16. CDF responsible area requirements. 17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. - 17.5. _ Use Permit conditions. - - 17.6. Sub-Standard Housing letter. - LGl�tim�'"7t 'a' U Page 2 of 2 10 PION REVIEW RESPONSE I RM In order t6 expedite the review of you plass, please complete the IbOowing idormatidn 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 te-subtWttal fot tevie*.- Theis tnuit be a valid response to every item requested in our plash Correction letter. "by titthers" is not consideited it valid rtVduse. ' Please indicate your response to each item and the location where the information to be found on the plandcalcs. &rrAru tu*e enew rn • MO'v no vivo iii Am Qmow i R1'1'RN •Nn r p"mN WITH RMSED ANn 1001GIMAI III •nuc OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER �/ t : 0 � �, 0,0, RESPONSE FOR PLAN CHECK LETTER DATED: 46zo q --to1 1�aU PLAN CHECK ITEM 0 RESPONSE BY' a qq I LOCATION ON PLANS/CALCS: COMMENTS: A10 D,M 1 54, 14-'Avr.-N 400 -frj i or— A Sp PLAN CHECK ITEM A RESPONSE BY: i LOCATION ON PLANS/CALCS: r COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM A RESPONSE B;f LOCATION ON PLANS/CALCS: COMMENTS: PLIN REVIEW RESPONSE IRM 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 THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS_ OWNERS NAME v PC t� I - Pj7-fP->-88-4Y- Gooj)mpvr�,i RESPONSE DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER O//- SFO-OC24 0272 00-272.5- RESPONSE FOR PLAN CHECK LETTER DATED: /Yay 21, 2 OUO PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: E O iSsae- W i•l!?Ozc1-elat7n.-0Wa,CV. PLAN CHECK ITEM RESPONSE BY: // LOCATION ON PLANS/CALCS: COMMENTS: L- C ��N Goe 1-'5 O iSsae- W i•l!?Ozc1-elat7n.-0Wa,CV. PLAN CHECK ITEM # RESPONSE /BY: n/ LOCATION ON PLANS/CALCS: COMMENTS:G' �� PLAN CHECK ITEM # yf�' RESPONSE �BY: ^//- LOCATION ON PLANS/CALCS: COMMENTS: �� PLAN CHECK ITEM #� RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: -5' �� 41. 0 RESPONSE FOR PLAN CHECK PLAN CHECK ITEM # RESPONSE BY: CGU /V & -2 LOCATION ON PLANS/CALCS: COMMENTS: E� ��J�� �� j no su. m PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # NTS: PLAN CHECK ITEM # CHECK ITEM # CHECK ITEM # RESPONSE BY: BY: ONSE BY: BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: ON PLANS/CALCS: November 21, 2000 Jack and Betty Goodman 525 W. 1 lth Ave. Chico, CS 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 011-680-029 Building Permit Number: 00-2725 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: X" Plot plan is to show 50 foot setbacks from the centerline of Osprey Circle and Eagle Nest Drive. Parcel. map for this subdivision specifically prohibits any site work from October through April, the traditional rainy months. Please contact the Planning Division regarding this requirement. Plans show that you will be installing two furnaces and two air conditioning systems. If this is !!! the case.I will adjust your permit accordingly. yl! Is the fireplace in the living room a gas only fireplace or one that also burns wood? Provide design for the handraiUguardrail on exterior of the building. The building code does not address the -attachment of metal to wood so this design must be provided by an engineer. Provide construction detail directly on the plans. Provide manufacturer's specifications for the air conditioners which show a SEER of 13. 7. Review of the building , ans by the Butte County Building Divisi . engineer has not been -.ompldted 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. Complete and return your school impact fee form. 2. Complete and return your park fee form. 3. Provide health department clearance for sanitation and plot plan. 4. Balance of fees to be determined after resubmittal. Sincerely, Martha Whitney Plans Examiner cc: Tim Crete / f GOODMAN, JACK AND BETTY 525 WEST 11TH AVENUE CHICO, CA 95926 ,butte' Co L A N D OF * N AT U R A L W E A L T H 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 Re: Building Permit # 00-2725 Expiration Date: 12/14/01 A.P.# 011-680-029 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: ] Permit work started, but not completed. Permit may be renewed for 1/2 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 ori 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 expiration 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 rgwn 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 7 S T R U C T U R A L C A L C U L A T I O N S F 0 R GOODMAN RESIDENCE R O C K Y B L U F F S C H I C 0, C A 9 5 9 2 8 J A M E S M. H A A S E C U S T O M H 0 M E S 1 0 2 1 H E N S H A W' A V E N U E CHIC0, CA .95973 F L T E N G I N E E R I N G 5 7 9 0 CLARK ROAD PARADI SE, CA 95969 ( 5 3 0) 8 7 2- 0 2 5 4 6-5 W — 2725' tau 1211-. C.Vuvm MWING DEPARTMEW _ FLIT EMC O M GCS QU NQ CIVIL - STRUCTURAL (530) 872-0254 FAX (530) 872-9331 BY. DATE: DD SHEET No. OF 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY/: DATE: I" / -JOB N OBNo�OtOT 9 SUBJECT: C�,�-�i7`r PROJECT: �7ODDt1 / ,V,f �DT '?�'le�icx ��Fttl�Y'�wEz.L/dJ� o� l�o�l� �i��•1� CO�v.ST�2��-iON, /2-llvs ZY ��r7� 06--.r/4Uc ) 60"o� /119.7 e".1,34f , Za'rz>/l)G'S ; pfESS/0 R C E. 32434 QR �ql Reg. Expires 12 - 31 - 2000 G L '?w — ���vc, s�91 ci Q of CA1-��° nes J�� /'P i"sJc �. VD Or Goer r 49iS-Ce-/8no.� 5v&_a_r_T ro �-,�•��/� Lomas �-� W � - � FLU C MMMEEMM CIVIL • STRUCTURAL BY: /7�' DATE: SHEET No. L" —� OF (530) 872-0254 FAX (530) 872-9331 q 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 01 /. I I I t b It 1 / �T / .azo,. -r I PM 3//Z 1 I 6 /2 T'1P . I 2,O!D I s�,e;e T- 3,ZIC' v. CIVIL • STRUCTURAL BY: 1�pz! DATE: DO SHEET No. L _2 OF (530) 872-0254 FAX (530) 872-9331 49 O'P9 5790 CLARK ROAD. 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CALIFORNIA 95969 G' X. — -s77 "%ws OcrWUCcTUR L BY:�� DATE: /D DD SHEET No. —�OF CHECKED BY: DATE: JOB No. OOva9 CCOW77) LIA-2er '74 — �� _ , ¢7z� 3 7/,? -0,7 =, 6' x3. /� 1Z 74r 6x D/ 7` 1,47 7, 03 0 7. r" =//'10r i 6'31/!. c? = , 9��7 -- Z//2 02 /3 �,�, Ojp� G' ,-, OOd'x l2. f. Dix l 3 30. f0 t , 00,x',- le -3 7-, 01PX Vp- / f, �cl"x !• 3� CIVIL • STRUCTURAL BY:/� /� vv < 41 DATE: SHEET No. OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 0!!5, l% C/ Flo, 2 ti 4517-w V?-,? 4: )*Z/. �sF 3% 9 Pc -Y • CSX �%fz-L .�ttr� �v �'�' .���s � �c� �'rz-� 40 �� ..S'��"�"� LP%�vL Sc-���, �o� �P•¢-c,�,vey' o� .lJfi��s� �'c� ?Zll.vs' sTvps tJ� !G� � l2 o.:c, l7ifX . -to/ 7=' 4 c.vr 7=' ,D67-717 -1 SCO,e dv Tf-t�SE �.c ;L6f �o e s, 7 — vse— lTs'rc Ito a e SDs �ry�s To .e ..C3fr, ,8 zoo co vc>, F.vos' o ,�t>✓, 72P az Z-Zx ST 'D -v . G"t/c — RA011 ✓. Tv /Z°o.d C- TO qP ',ed --r sr .4, AS g e 2;7 3,.c o.� Z -air S7vA:�;s �i��Zs ort GJl�� list gx E S, wj P �2 �SS'f.8 /G ro L /Ve— 4,) raW77, o) ��o.cr� C6 rarer) �v`. sp 6'2Z9� ; X 0 Gc,�. ova G ivE — vsE o� 1! �'frr: L - 22 vF ¢/ Q B� N�/aBs B rycG 1� m / ,eiil ✓o/sr lD i�c Vx ,r/rloro y O EOGt�3" F/6Lp /Y�TLai�/�fG ,��M✓o�rT ox AZ 4 OJT dGK4 o rF / 80AR0 ScL COOGe;c,s- �' 7'' BLOC.rF ' o /16--' B /6 if.35 a ¢B • 72 _ ND, /M /.vim/Ci4TL� OTG� NO. B ELOX/ Z •��g � GYP; 6oG COOGE,eS I —' S y— _ ¢8 v STG22¢ 3 P.s'o 2 O — ATCo�� �S O.V r /•lsrc ¢O q . • ,� 3 ° �� — — — risrc �® 500 OO • /O 4 �i �. — 0 of 3 ® P//,oz FYZ>z g �O�FS ORGY 00 IaZ e ¢' A 3f c a /GaG e 3%2r 4Z r e /O' d — _ 5/8 qS 11 • B° PHoS' 3 P ¢x !✓ /1STC 66 .80 vo /6 o -c. ND/OA 3 e -fx w HPIOA /7 © Z° /6d. e 3%z` 4 3fe /Op — H0/0A ®® ® ©® a /8 u 4 2 y — — Z-'s/g A. ND/O,4 4 Gv 3'O•S A, PHO S 3 NOTES: 1. CONNECTIONS WHERE APPLICABLE, SEE PLANS. 2.. INSTALL HOLDOWNS ON 2-2x EDGE STUDS (MIN.). 3. INSTALL HOLDOWNS ON 4x EDGE STUDS (MIN.). 4. INSTALL HOLDOW1 S ON 6x EDGE STUDS (MIN.). 5. CONTINUE WALL SHEATHING FROM ROOF TO FOUNDATION PLATE (OVER FLOOR. FRAMING ASSEMBLY). 6. WALL SHEATHING APPLIED ON BOTH FACES OF FRAMING. STAGGER SHEATHING PANEL JOINTS OR USE 3x MINIMUM MEMBERS AND STAGGER NAILINGS. 7. SEE PLANS FOR ADDITIONAL INFORMATION, NOTES AND/OR DETAILS. 8. CONTINUE WALL SHEATHING UNDER FRAMING OF INTERSECTING WALLS. 9. ALL WALL SHEATHING PANEL EDGES SHALL BE BLOCKED. 10. USE 3x (MIN.) FRAMING MEMBERS AT SHEATHING PANEL JOINTS (VERTICAL & HORIZONTAL) AND 3x PRESSURE TREATED OR REDWOOD FOUNDATION PLATE. 11. USE 2" SQUARE x 3/16" THICK WASHERS AT ALL A. BOLTS. 12. USE SIMPSON SSTB A. BOLTS CORRESPONDING TO HOLDOWNS NOTED AS FOLLOWS: PHD2 - SSTB 16 WITH MONO POUR & SSTB20 WITH TWO POURS. PHD5 - SSTB20 WITH MONO POUR & SSTB24 WITH TWO POURS. HD10A - SSTB28 WITH MONO POUR• & SSTB34 WITH TWO POURS. DEEPEN FOOTING. FOR A MIN. OF 3" CONCRETE COVER OF SSTB A. BOLTS AS APPLICABLE. EXTEND A. BOLT AS REQUIRED BY USING THREADED ROD & COUPLE NUT OF THE SAME DIAMETER UP TO A CRIPPLE STUD WALL HEIGHT OF 6'- 0". CIVIL • STRUCTURAL BY: DATE: /-41 (530) 872-0254 FAX (530) 872-9331 SHEET No4"-Z OF 5790 CLARK ROAD, PARADISE. CALIFORNIA 95969 CHECKED BY: DATE: JOB No. aDsp% /a�;4csarr e - b t 5ry /eye - A*x bit 1/3 7- a-, -6", Z,j� =r. OZ�,� (7, c/ -t 2) f, ale FLU EHOME1 RM8 CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 87279331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY: r DATE: / SHEET No. '1'—Z OF ` CHECKED BY: DATE: JOB No. e9gpe( <<sn?p 4rex 0"c -51 49 7� F -'x- 32 ,4 9x/<<1-f2,�.Dp� = 971�vz 171v le"rz 2,9 "'- � . 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DO Z =, 39 !" X` r/ /t� 3 ` x c � �2r 12r M /�//\ ���� M 12r �2r_� M /�/\( ���� U L7 ElJ V�.alOU V EEl1 llOLl V`N CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 67,e,f7�". L©mss (62W77) BY: `�� DATE: // SHEET No.—� OF �l CHECKED BY: DATE: JOB No. Oy W , Dix /D.�Z , 00¢' �'. = , 33 DFe / 33 f . 06'�0x 10 f "'PIC Z 2 Z6' " /z a ZD,c /r / Z f Z. 09 /49.cf)�j� ®3OP`C— Zx Z 0q C 2'/p be —TV—, 79 lfi Px L 9 Y'1&41;104�9 le 2 10- < F 2r, ,c = - A r x /�zlz = la. 'pvIP, �Prl- ez- r 7, J9 /v ' — CIVIL • STRUCTURALgy; ! DATE: DO SHEET No�— OF (530) 872-0254 FAX (530) 872-9331 OD� 5790 CLARK ROAD, PARADISE. CALIFORNIA 95969 CHECKED BY: DATE: JOB No. CC4:P,�77) lsr /;F,=, Fl, Is 7VI s -- , Z7x l 33 , 3a-4- ":9 4- ,O FLU C MMMEENOme SUMUC I MRAL C Z%L ML/4X0 H8 CIVIL • STRUCTURAL —JT ID OD //'' —� 7'7 (530) 872-0254 FAX (530) 872-9331 BY: `` DATE: SHEET No.OFq ¢l 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. OO / �a .I wiry (C.Ptolr,) (�s� 2x 6' e /6 a�c, �rv� !%:�r.�s c. �xr�� . CxcC� P Zx 'p @ /6 a,a , �S'rvvs� 2 /6' o� /,ter -�, .�,��, _r 6x R 45 reC&�r 6x10 cm . G . G/�E Z/4c X /l l�• 'G G��E �� 6x /O znn ledO 4. ,6€�-�• Gia -� oe .��L"—� AS 7 //�- l/s � ��i�x-%1.�,�, y y-�'C r.�l rs. � (� � • G . �., � G/,vim im X.:7 2 ��v�, grt, x zz rZi,lf, . /7/Z%-, r, yr w16- 8 L��S 5&77.P% __�77V-2> s x 6' D I� ft 2 I� f�f1 �a � f1 f1 � r fI f1I� � f1 bra /� f1 � f1 f1 LCL /� f� f1 l� LAY EM80uV EEROH(M S�LrL1UC ll UNAL� C&L CUL�L.1��ONS CIVIL • STRUCTURAL BY: �GT DATE: SHEET No. F-1 OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. o0 yrJ.�it-T�o�-s — /,r,E /7 O/ew >D yo /%+x, �pz 1Z = , 70 i y '90.1 /. 33 Or- �%;r- `".1171 lee C41,V77, 77-0 /O - �% 12 / c /Z 4 Kms. �- ���,�� .�-n �f� T. Yom, PROJECT : GOODMAN RESIDENCE JOB NO. : 0089 DATE : 10/2000 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INi=HES): - BOTTOM (INCHES)- COEFFICIENT INCHES):C:OEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN' ) 9d°(IN) SIZE & SPA (IN) ------------------------------------------------ 0.271 5.69 #5 @ 13.7 MIN. VERTICAL REINF. - .15 % (IN•"2): MIN. HORIZONTAL REINF. - .25 % (IN''" ): DESIGN REINF. - VERTICAL: #5 @ 12 - HORIZONTAL: #5 @ 15 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr's (FEET): THICKNESS OF WALL,- BOTTOMS (INCHES): TOTAL EARTH PRESSURE - Fw' (KIP): MOMENT @ Hw2 - Mw (FT -KIP): AREA REINF. (IN•`'2) v d' (IN) SIZE & SPA (IN) ---------------------------•--------------------- 0.1113 5.69 #5 @ 31.3 DESIGN REINF. - VERTICAL: #5 @4 FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA ( 916) 872-0251. SHEET F—Z OF 9/ LEVEL 30 0 46 ::500 0.88 2.6 0.144 0.240 0.38 < 1.0 6.5 5.83 S.00 0.51 0.99 PROJECT : GOODMAN RESIDENCE JOB NO. : OP89 DATE . 10/2000 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PGF): DENSITY OF GONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (FSF): ALLOW. LATERAL BEARING PRESSURE (FSF): FRICTION COEFFICIENT - Fc 100 150 1.5 2.5 1500 iii) 0.35 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 i' 54 SHEET ho3 OF Q/ DESIGN FOOTING DEPTH (INCHES): 1' DESIGN FOOTING WIDTH - HEEL CINCHES): 1 - TOE (INCHES): 28 FOOTING KEY - DEPTH & WIDTH C I NC:HES) : 2 i ► N0, - BAGS:: TO BACK OF WALL C INCHES) : 1' TOTAL WIDTH OF FOOTING (INCHES): 48 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - A f ( FT'''•') : SECTION MODULUS - S CFT"34 SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. C IN�2) ' d' C Ihl) SIZE & SPA (IN) ------------------------------------------------ 0. 230 8.69 #5 @ 16.2 DESIGN TOE REINF.: #5 @ 12 1.13 3.6 2.74 7.33 2.25 4.07 0.51 1.40 4. 00 2.67 1210.40 <:: 1500 157.93 1210.40 <•. 1500 507.93 > 0 1.67 > 1. 13 2.35 2.92 OY PATE /OlOD SUBJECT C41,071- CYL`/C CO/VC/CCTe NfNO. T T SHEET or CMKO. BY _ _DATE _ ,e�Ti4/NI,V6 {tI/Q G CCL /ST. f%�Ti47L _ s co �6L''-.BARS 2`CL&.4,e- COMP.fCTG°D - $4C�Cr/L[. a O'c4a e . dV4Me4l- ce'4oE CONC. SL.Qg Pore �3 �V •, _ t � =: Av-r "-$4,e COrS/T. Cava zEY, Ale t,6.4,11 M •C AF pa r �G • WALL '9/' I!V2 /Ty D/ l'sf /c/ Y�M I�I 4L♦ ��I ♦/q /�y M/� 30 .8„ /2 /2G le /2° 4� O & 17&-IS' i3'e/2 ,3QS teW 2-#L - NOTES : /. DES/G�/ C.�/TES/fF Pie Ci4LCUGf} T/ONS Sl+�gCT � /; 2, GAP 110 IZ, )ee11,=OXC/NG /8 HOZ 30 4,4,Z 0/4, AflAj, 3 . PF�eFo,e a �,e4iy PIPE TO .t>i4YGIGHT /N 2 CUFT 2 n � �M��M��(o�OM8 Of D.e.4�,v ,�OC,Cl" fr, I L IN H u U UV - 0,01,70V,44 LOG4TIO,VS. 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 FLY EMOHEENNO CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY: DATE: /O SHEET No. OF CHECKED BY: DATE: JOB No. 4901P7 Pvi �v2 P �z ,�. /7P 72 on. Com. AM= VcSV �r f�' � �Ds(� G' " `f K. Z-� �/r ZpJ .1/Z �. ! 9D � �'• s , ' Y, FLY nn �n n �n FLAY EUV��MEENOma ��W���VWlz1L�% �G=JI�VL�L�I�DOLIV� CIVIL • STRUCTURAL BY: ��TDATE: �D/ �O SHEET No. � OF 41 (530) 872-0254 FAX (530) 872-9331 OO� 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. MCI 2,r Jr.3,c� J � 23.7,6• t = ZqD./9l`C 2 Tom, =.. D Z x �' t. D,c /Z t D/a� •c �d�. x Z p. �� = 1,Zp /2S', = f 11 7 f 4l.,c 3�- �o��v -viu FLU EMMHCEMML6749 CIVIL • STRUCTURAL BY: �Lr DATE:!!�SHEET No. 7 OF 44 (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. ZED (3. 3,F", Z?. I. r) �� - C2,� . �Z � 1 ��,,� !fir ��/.ct� Viz= `� �� � �• S. jpt 2. Cl 7, rc t , 933 = 2 70'� ?-.j9'� K - C?—X /fre Z.4P, r/ r)l "f. i s Gig -- Tey �(� (� n nn � n /� n �n nn � �n S�L UCIMMAL� MLCVL�G=�1� OHS CIVIL • STRUCTURAL�'�99 � BY: ��7 DATE: /Oyd SHEET No. P OF lel (530) 872-0254 FAX (530) 872-9331 OO 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. re P --r Z . � 6°Z fic 1 �� 2¢? �'.� ZIT 6 z / /mo b 9' % �• ��) �c 7, ;> t< fe gv, ��. � � Jr- y � P Or f� / <NS r G /A00�5- ¢ /':�7'- = 9r / i &*,- �rr�-: L --zo x 3Z A �� 3 —� 27,l2 X /.2 C (;7, 2� 2,C) 2) F Ur EuVOHEENOM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY: / yr DATE: SHEET No. "=-- 9 OF 7� CHECKED BY: DATE: JOB No. DWe�l = �lsx ! gra 2v°• � 3�', ¢� /�c — 2- � e—'/'c-"sF7 /2 —!tel =. Poe' (7-d Fo/1)r Goffs .eee--7774 4�, _ (2'W ,< /, 2//) x le/Z G" e,$` - (6 -3� Z a F L7 CSU 29 V EEROHCS CIVIL • STRUCTURAL BY: DATE: /D SHEET No. (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. x A l 2g sr�, z rip w� TomorT; c—xcr- or. - -�`�(i ,130TT. Of L , . y • _" � — `�(� t� �1� D � ..�j�� �ij`-�-L J l2 ti� 2-f *2=51W, A// Z -- l0t-tf %; �. L. Z 67a!--, Gl�&-C- 712est !Z x 3Z ` 1=721, I� 77 ;' 25, j >-r- ,ac7-2v, Z- Z) �' — vs� /Z f -210 f157 --Z , COvc . �if 08/3 �' 14/,11- �c, rJi 0A1 U Llr EUVMMEROM CIVIL -STRUCTURAL BY:DATE: /O O� SHEET No. �l OF 4l (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. �O�,rJD.�T78,r,S' C�idT) / AF, 1.r<<2Dx�6"?= g - C 3w Z. D 1 ..... ....1 .. may' ......:..... ....Jwi�. :......... ._ ...._�......� f ..'1. ! '�'. ). P .., 1.. :1': ` i t .t. CERTIFICATE OF COMPLIANCE RESIDENTIAL c_t 'TThe Good.ta:e ... - u � `. - rr :.'d�rru r..;+t,., .,�.�+. .. ,�..�.,i;,. e _ -..,. _ _......,.....:._._ .. ..,.... .. ..:.. , ,... sage man Residence M4 Project Address........ Eagle's Nest Drive ******* Date..09/08/00 13:19:16 Chico *v5.10* 02- '7,S- Documentation Author... Marty Runnells ******* Energy Calculation Services Building Permit 1907 Mangrove Avenue, Suite E Chico, CA 95926 Plan -C ZC ecc Date .5.30-894-8466 Fie " " ec Date Climate Zone... 11 Compliance Method...... MICROPAS5 v5.10 for 1,998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00343S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3030 SF. Res. Submittal GENERAL INFORMATION Conditioned Floor Area..... 3030 sf Building Construction Type .............. Single Family Type Detached Building Number ......... New Front Orientation. Front Facing 335 deg (NW) of Dwelling Units... 1 Number of Stories. 3 Floor Construction Type.... Raised Floor Glazing Percentage......... 26.2 0 of floor area Average Glazing U -value.... Average Glazing 0.53 Btu/hr-sf-F SHGC....... 0.66 Average Ceiling Height..... 10.3 ft BUILDING SHELL INSULATION Component Type Frame Type Cavity Sheathing Total Assembly R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 PLAN FRONT FRONT RIGHT FRONT LEFT, TO GARAGE Door n/a R-0 R-n/a R-0 0.330 LEFT, BACK, RIGHT ENTRY', TO GARAGE Roof Floor n/a n/a R-38 R-n/a R-38 0.025 BACK TO ATTIC FloorExt n/a R-19 R-n/a R-19 0.037 R-19 R-n/a RAISED FLOOR SlabEdge n/a R-19 0.049 R-0 R-n/a ABOVE GARAGE SlabEdge n/a F2=0.500 R-0 R-n/a TO GARAGE F2=0.900 RET WALL EDGE FENESTRATION Orientation Area U- Interior (sf) Value SHGC Shading Exterior Over - hang/ Shading Fins Window Window Front (NW) Front (NW) 41.0 0.550 0.650 Standard 16.0 Standard Yes Window Right (W) 0.520 0.650 Standard 9.0 0.520 0.650 Standard Standard Yes Window Window Front (NW) Front (N) 36.0 0.520 0.650 Standard Standard Standard None None Window Front (NW) 9.0 0.520 0.650 Standard 96.0 0.520 0.650 Standard _ E d&C� .*f Standard None Door Window Front (NW) Front (NW) 20.0 0.550 0.650 Standard 12.0 0.510 0.670 '� None g i S�t�andax 7, RTMEN Yes �St Window Front (NW) Standard 41.0 0.550 0.650 Standard 'n�'ard Yes Pt'815 _� Yes-= CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R .Pro.ject� T tlea.�. •.r�::c.�:... rNhe° Goodman :Residence<<. ,.. ;, .. )Date..,,. -: 09 /08/004 1,3-k.1:9:16 Run -3030 SF. Res. Submittal MICROPAS5 v5.10 File -003435 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3030 SF. Res. Submittal FENESTRATION Storage Gas Standard 1 6ITE Lqqj )t R- n/ a ®EPA O :Over-... Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (NW) 4.0 0.510 0.670 Standard Standard Yes Window Right (W) 9.0 0.520 0.650 Standard Standard None Window Front (NW) 36.0 0.520 0.650 Standard Standard None Window Front (N) 9.0 0.520 0.650 Standard Standard None Window Front (NW) 72.0 0.510 0.670 Standard Standard Yes Window Left (NE) 36.0 0.520 0.650 Standard Standard None Window Left (NE) 16.0 0.510 0.670 Standard Standard None Window Left (NE) 16.0 0.510 0.670 Standard Standard None Window Left (NE) 12.0 0.520 0.650 Standard Standard None Window Left (NE) 12.0 0.510 0.670 Standard Standard None Window Left (NE) 30.0 0.520 0.650 Standard Standard None Window Back (SE) 10.0 0.520 0.650 Standard Standard Yes Window Back (SE) 25.0 0.800 0.670 Standard Standard Yes Window Back (SE) 4.0 0.510 0.670 Standard Standard Yes Window Back (SE) 41.0 0.550 0.650 Standard Standard Yes Window Back (SE) 48.0 0.510 0.670 Standard Standard Yes Window Back (SE) 12.0 0.520 0.650 Standard Standard Yes Window Right (SW) 12.0 0.520 0.650 Standard Standard None Window Right (SW) 12.0 0.520 0.650 Standard Standard None Window Right (SW) 16.0 0.520 0.650 Standard Standard Yes Window Right (SW) 41.0 0.550 0.650 Standard Standard Yes Window Right (SW) 41.0 0.550 0.650 Standard Standard Yes THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments SlabOnGrade No 187 4.0 BASEMENT SLAB BelowGrade Yes 312 8.0 RETAINING WALL HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Gas UE Attic R-4.2 No No Setback ACSplit 13.00 E R Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 6ITE Lqqj )t R- n/ a ®EPA O CERTIFICATE OF COMPLIANCE: RESIDEN'T'IAL Page 3 CF -1R .. •,.�Proj;ee,ts Title+:. �.:;,, � ,.;.: ,�.TY�:e, Good�nanR,esidence, ,, , ,c.:, �,: r:.•�:�Date.:�::�09./.Q8/.00d Q1;3:: 1>9.,�.:1,6,�-.. MICROPAS5 v5.10 File -00343S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3030 SF. Res. Submittal SPECIAL FEATURES AND MODELING ASSUMPTIONS 1 .4.., **:* I,,tems-_in-:..this:.: section- should- be documenteda on the *** installed to manufacturer and CEC specifications,. *** verified during plan check and field inspection. This building incorporates a High Mass Design. REMARKS COMPLIANCE STATEMENT plans 4.* and *** *** 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. .Timoth J. Crete Name.... Marty Runnells Com ny. Archite t 01 Company. Energy Calculation Services Act ress. 2540 E planade Su' e 12 Address. 1907 Mangrove Avenue, Suite E / Chico CA 95973 Chico, CA 95926 Phone... 530.345.6 6 Phone... 530-894-8466 License. Signed.. jO Signed.. to t PNFO7RCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) "�U ®EP,4 ON 1 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R 1.,..A-., ,,..... D . at:e:c� .0�9�/.0,8�/00 Y3.,1�9..1.6::=• P t Add E 1 ' ******* .L %..; j ec ress........ ag e s Nest Drive Chico *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check-/ Date Chico, CA 95926 530-894-8466 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00343S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3030 SF. Res. Submittal 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 Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's 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). *150(d): Minimum R-13 raised floor insulation in framed floors. ✓ 150(i): Slab edge insulation - water absorption rate no greater than 0.301, 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. N/A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 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 controlf- c . Flue .damper and controls CQ�i t 2. No continuous burning gas pilots allowed. ING ✓ DCPA Ppn 0A . -- MANDATORY MEASURES CHECKLIST: RtSIDENTIAL Page 2 MF -1R Pro j:ect�-,T:t.le%;, tI,,,,. e .Goodman ,Resii.dence.,. •, i,Date:,_<,;0.9/0G8,/.:0;0:...13,:-,1;9,;:.1.6.. MICROPASS v5.10 File -00343S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3030 SF. Res. Submittal 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 780-. 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. _ )/A 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). CWI APPr%0 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ,4Proz A, -_The,�.,Goodman-. MICROPAS5 v5.10 File -003435 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3030 SF. Res. Submittal LIGHTING MEASURES -Design-. Enforce - er ment 150(k)1: 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. ✓ - E JCOUNI'V f M.) UANG DEPARTMEIN 9 r_4Pr%0VFr% fir r, COMPUTER METHOD SUMMARY Page 1 C-2R P:ro.j:ec,t.k;T:tle:.;:_>:�:.Residenc,ev.,,u ,...,: «.� Date,A-9/0.8/,0.0, .13:19:,,16 .,.,. Pro'ect Address ,Ea le's N t D ******* ........ g es rive Chico *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Dat Chico, CA 95926 530-894-8466 Field Check/ Dat Climate -Zone :..... {; ...... -11 . .... . . . . . - Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00343S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3030 SF. Res. Submittal Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating........... 19.53 20.04 -0.51 Space Cooling..... ... 14.62 14.37 0.25 Water Heating.......... 9.40 8.28 1,12 Total 43.55 42.69 0.86 *** 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..... Floor Area Volume Zone Type (sf) (cf) 3030 sf Single Family Detached New Front Facing 335 deg (NW) 1 3 ReducedYear Raised Floor 1 31147 cf 187 sf 26.2 % of floor area 0.53 Btu/hr-sf-F 0.66 10.3 ft BUILDING ZONE INFORMATION # of Dwell 'Cond- Thermostat Units itioned Type HOUSE Residence 3030 31147 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 8. Standard No COMPUTER METHOD SUMMARY Page 2 C ---2R Pro jec-t Tit 1 e,. The:..Goodman;;Res; dence._.,:,,v , ... ,.r. .Date _ �Q;9/.Q8;/;Q..O.,.13, ;19 MICROPAS5 v5.10 File -00343S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3030 SF. Res. Submittal OPAQUE SURFACES .4 - • I Area U-7} •, Insul Act Solar,,, Form. 3 .,Location/,,,. Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 483 0.065 19 335 90 Yes None PLAN FRONT 2 Wall 67 0.065 19 290 90 Yes None FRONT RIGHT 3 Wall 67 0.065 19 20 90 Yes None FRONT LEFT 4 Door 40 0.330 0 335 90 Yes None ENTRY' 5 Wall 184 0.065 19 335 90 No None TO GARAGE 6 Door 20 0.330 0 335 90 No None TO GARAGE 7 Wall 541 0.065 19 65 90 Yes None LEFT 8 Wall 807 0.065 19 155 90 Yes None BACK 9 Door 18 0.330 0 155 90 Yes None BACK 10 Wall 541 0.065 19 245 90 Yes None RIGHT 11 Roof 2101 0.025 38 n/a 0 Yes None TO ATTIC 12 Floor 881 0.037 19 n/a 0 No None RAISED FLOOR 13 F1oorExt 1033 0.049 19 n/a 0 No None ABOVE GARAGE PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 14 SlabEdge 23 0.500 R-0 No TO GARAGE 15 SlabEdge 39 0.900 R-0 No RET WALL EDGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (NW) 41.0 0.550 0.650 335 90 Standard/0.76 Standard/0.68 2 Window Front (NW) 16.0 0.520 0.650 335 90 Standard/0.76 Standard/0.68 3 Window Right (W) 9.0 0.520 0.650 290 90 Standard/0.76 Standard/0.68 4 Window Front (NW) 36.0 0.520 0.650 335 90 Standard/0.76 Standard/0.68 5 Window Front (N) 9.0 0.520 0.650 20 90 Standard/0.76 Standard/0.68 6 Window Front (NW) 96.0 0.520 0.650 335 90 Standard/0.76 Standard/0.68 7 Door Front (NW) 20.0 0.550 0.650 335 90 Standard/0.76 Standard/0.68 8 Window Front (NW) 12.0 0.510 0.670 335 90 Standard/0.76 Standard/0.68 9 Window Front (NW) 41.0 0.550 0.650 335 90 Standard/0.76 Standard/0.68 10 Window Front (NW) 4.0 0.510 0.670 335 90 Standard/0.76 Standard/0.68 11 Window Right (W) 9.0 0.520 0.650 290 90 Standard/0.76 Standard/0.68 12 Window Front (NW) 36.0 0.520 0.650 335 90 Standard/0.76 Standard/.0.68 13 Window Front (N) 9.0 0.520 0.650 20 90 Standard/0.76 Standard/0.68 14 Window Front (NW) 72.0 0.510 0.670 335 90 Standard/0.76 Standard/0.68 15 Window Left (NE) 36.0 0.520 0.650 65 90 Standard/0.76 Standard/0.68 16 Window Left (NE) 16.0 0.510 0.670 65 90 Stanqgttp Standard/0.68 17 Window Left (NE) 16.0 0.510 0.670 65 90 S�andardt/rO�7" S,,t�an:dard/0.68 18 Window Left (NE) 12.0 0.520 0.650 65 90 SID 9 Him panda+rd�0.76 Sta�idard/0.68 19 Window Left (NE) 12.0 0.510 0.670 65 90 Stan�ard�0076%Standard/0.68 20 Window Left (NE) 30.0 0.520 0.650 65 90 Stac�ard/0.76 Starcasd/0-.-68 `+ 21 Window Back (SE) 10.0 0.520 0.650 155 90 Stand`a"�ad/�0., 7-6tandard/0.68 COMPUTER METHOD SUMMARY Page 3 C-2R .,,Proj.ect.-,TLtle:.Goodman� Residence... ,.... _...Date..,.09/.08/.00._:13{:_:19:16 MICROPAS5 v5.10 File -003435 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3030 SF. Res. Submittal FENESTRATION SURFACES • . - .... - - Area: U- Act ..Exterior; .Shade Interior ..Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 22 Window Back (SE) 25.0 0.800 0.670 155 90 Standard/0.76 Standard/0.68 23 Window Back (SE) 4.0 0.510 0.670 155 90 Standard/0.76 Standard/0.68 24 Window Back '(SE) 41.0 0.550 0.650 155 90 Standard/0.76 Standard/0.68 25 Window Back (SE) 48.0 0.510 0.670 155 90 Standard/0.76 Standard/0.68 26 Window Back (SE) 12.0 0.520 0.650 155 90 Standard/0.76 Standard/0.68 27 Window Right (SW) 12.0 0.520 0.650 245 90 Standard/0.76 Standard/0.68 28 Window Right (SW) 12.0 0.520 0.650 245 90 Standard/0.76 Standard/0.68 29 Window Right (SW) 16.0 0.520 0.650 245 90 Standard/0.76 Standard/0.68 30 Window Right (SW) 41.0 0.550 0.650 245 90 Standard/0.76 Standard/0.68 31 Window Right (SW) 41.0 0.550 0.650 245 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 41.0 n/a 6.83 16 2 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 16.0 n/a 4 7 2 n/a n/a n/a n/a n/a n/a n/a n/a 7 Door 20.0 n/a 3 5 3.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 12.0 n/a 2 5 1 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 41.0 n/a 6.83 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 4.0 n/a 5 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 72.0 n/a 6 2 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 10.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 25.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 4.0 n/a 1 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 41.0 n/a 6.83 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 48.0 n/a 4 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 12.0 n/a 2 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 16.0 n/a 4, 12 2 n/a n/a n/a n/a. n/a n/a n/a n/a 30 Window 41.0 n/a 6.83 18 2 n/a n/a n/a n/a n/a n/a n/a n/a 31 Window 41.0 n/a 6.83 2 1 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity UIMC R -value Location/Comments HOUSE 1 SlabOnGrade 187 4.0 28.0 0.98, 1.80 R-2.0 BASEMENT SLAB 2 BelowGrade 312 8.0 28.0 0.98 4.60 R-0 RETAINING WALL EP. RTIVENV COMPUTER METHOD SUMMARY Page 4. C -2R Project. Title.... ............... The Goodman: Residence. Date..::.09./08,/.00:.13.:19:16... MICROPAS5 v5.10 File -00343S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3030 SF. Res. Submittal System Type HOUSE Gas ACSplit Tank Type 1 Storage HVAC SYSTEMS .. Minimum. t: Duct - Duct Tested Duct ACCA:, .. .. Duct Efficiency Location R -value Leakage Manual D Eff 0.800 AFUE Attic R-4.2 No No 0.767 13.00 SEER Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .6 50 SPECIAL FEATURES AND MODELING ASSUMPTIONS External Insulation R -value *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. REMARKS R- n/a 4� DEPARTVE a.% GM1RJjR p„ti HVAC SIZING Page 1 HVAC Project -Title,-. , The -Goodman Residence,`Date. _09/0,.8/0.Q,,13:19.:16 Project Address........ Eagle s Nest Drive Chico *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone............ 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00343S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -3030 SF. Res. Submittal 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....... Description 3030 sf 31147 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY 335 deg (NW) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 16459 7341 Glazing Conduction ............... 18266 10195 Glazing Solar .................... n/a 24336 Infiltration ..................... 19696 6472 Internal Gain .................... n/a 2100 Ducts ............................ 5442 5044 Sensible Load .................... 59863 55488 Latent Load ...................... n/a 11098 Minimum Total Load 59863 66586 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, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. JU FTE WLiFNj j MiTek Industries, Inc. Western Division 3140 Gold Camp Drive, Suite 140 Rancho 'Cordova, CA 95670 1-800-772-5351 5321. EASTSIDE ROAD REDDING, GA 96001 (916) 244-0700 'aINEERING (OUT C1o�pV'nP.r-� 1�7os ,� b CLIENT: (A A-Atqr- LOCATION:►co 1.D. N0.: R5�0 DATE: REC IVE DAVE FLT ENGINEERING WARNING: DG NOT GUT OR ALTER TRUSS TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING SEE HIB -91 SUMMARY SHECTCOMMENTARY AND RECOMMENDATIONS FOR Hj INSTALLING & SPACING METAL PLATE CONNECTED WOOD TRUSSES. I.C.B.O. Research No. �R�yy2Z PIZ- Z9 r3mm O% PRODUCTS .� b j P.Q. Sox 2045 i Mrdand OR 9M0 (503) 2U-0204 N. k� 1+EF?-QA275 fD 0ddV A `. _ A A JAB i t� Me y 3ji B ag � CL rb A � rn A 0 0 A � o o Q- CD BP E Co Ln O� � D 0 o CD OD D DD Rl m m m m m m 1 1A F3 2 ;BP ll o C C C C C C CE D 1 E 0 0 J�-... ---s s....... r S M — AE ROOFTRUSS— moss tum W. IN t:A 7-4-8 2 0 0 74-8 R3739510 ' 1 1 _ ..._.........A.0-32 9" -71998 M1 I ek lndustries, nc. Mort Sep111 UW. 24';2uuU Page l 14-9.0 i 21-9-0 _ Scale = 1:54.1 7-4-8 7-0-0 1.5x4 11 3x4 - 1.5x4 11 6.00 FIT 1.5x4 11 7 1.5x4 11 1.5x4 11 6 8 1.5x4 11 1.5x4 11 5 i g 1.5x4 II 10 �) 12 C9co 1% C)I 3x5- 22 21 20J 19 18 17 16 15 3x5- 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 \ 13 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 14 14-9-0.----Ig-9-0 7-" 7-" 5 -D -o LOADING (psQ SPACING ^ 2-0-0 CSI DEFL (in) (loc) Weill GRIP TCLL 30.0 Plates Increase 1.15 TC 0.33 VeA(LL) 0.0U8 2 22 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.14 Vett 0.05 1-2 >512 BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz L) '0.00 13 n/a BCDL 7.0 Code UBC/ANSI95 (Matrix) 1st LOLL Min Well = 360 Weight 79 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btt-G TOP CHORD Sheathed or 6-0-0 on center pudin spacing. BOT CHORD 2 X 4 DF No.I &Btr-G BOT CHORD Rigid ceiling directly applied or 6-0.0 on center bracing. OTHERS 2 X 4 DF Stud/Std-G REACTIONS (lb/size) 2=350/14-9-0, 12=437/14-9-0, 19=118114-9-0, 20=111/14-9-0, 21=142/14-9-0, 22=75114-94, 18=116/14-9.0, 17=109114-9-0, 16=150114-9-0, 15=58/14-9-0, 13=366/0-3-8 Max Hoa 2=19(load case 1), 12=-19(load case 1) Max Grav20=1130oad case 3), 21=142(load easel), 22=93(ioad case 2), 1"16(foad case 1), 17=111(load case 4), 16=150(load case 1), 15=81(load case 2), 13=366(loed Case 1) FORCES (ib) - First Load Case Only TOP CHORD 1-2=65, 2-3=84, 3-4=43.4-5=44, 5-6=-44, 6-7=42,74=42, 8-9=-44, 9-10=-44, 10-11=-42,11-12=-88, 12-13m.94,13-14=66 BOT CHORD 2-22=0, 2i-22--0,20-21=0, 19-20=0, 18-19=0, 17-18=0, 18.17=0, 15-16--0, 12-15=0 WEBS 6-19=-95.5-20--99,4-21-10i, 3-22=-101, 8-18=-95,9-17=98, 10-1=- 8105, 11-15=-94 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 All plates are M20 plates unless otherwise Indicated. 3) Gable studs spaced at 1-4-0 on center. 4) This truss has been designed for a 10.0 psf bottom chord five load noneoncurrent with any other live loads per Table No. 16-B, UBC -94. 5) A plate rating reduction of 204% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 0 rg,:'5;�OCONG G a NO, C049919 EXP 91"n -M 1A : v*-'F`St imber 11,2000 AWNING - Verij'v desiRa ptn-nnteters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE AIG Design valid for use only with Mitek connectors. This design Is based only upon parameters shown, and Is for an individual ePA building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 01 component is responsibility of building designer – not truss designer. Bracing shown Is for lateral support of Individual - - V web members only. Additional temporary bracing to insure stability during construction Is the responsibilityof the erector. na Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance f I d II id Dracinconsult OST -88 Ousltl Standard DSB- r _aaremg labncatron, qua itycontro , storage, a very, erect on, an g, y 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. f:E/7 A--RZWON SNI 21INIRUN1 NallN WdfiG:R —0007, '7,1'd8S 1 M780 A ROOF TRUSS - - moss um r, -- 1- 2-0-0 74-8 4x6.-- 6.00 r1'£ 3 cil ce) 3x5 — 7 1.5x4 11 7-4-8 7-4-8 LOADING (psQ SPACING 2.0-0 TCLL 30.0 Plates Increase 1.15 TCDL 7.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Ina YES BCDL 7.0 Code UBC/ANSI95 LUMBER TOP CHORD 2 X 4 DF No.1 &BV -G BOT CHORD 2 X 4 DF No.1&Btr-G WEBS 2 X 4 OF Stud/Std-G, REACTIONS Qb/stze) 2=788/0-3-8,4=895/0-3-8.5=349/0-M FORCES (Ib) - First Load Case Only TOP CHORD 1-2--65,2-3---876,3-4-878,4-5=109,5-6--66 BOT CHORD 2-7-676.4-7=676 WEBS 3-7=133 -- R3739509� 6 1 s �TcTn�{us rTes;"ine. A o�5ep iT ii33 2d 2T2000' edge T 14-s D i. 21-9-0 Scale= 1:49.5 7-4-8 1-0-0 4 0 i= 5 6 14-9-0 7-4-8 CSI DEFL (In) Qoc) TC 0.58 Vert(LL) -0.0055 2-i BC 0.32 Vert: fL) -0.10 2-7 WB 0.11 Horz(TL), 0.01 . 5 (Matrix) 1 st LC LL Min I/defl = 380 Well PLATES GRIP >999 M20 2201195 >999 Ne Weight 61 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. NOTES 1)) This truss has been checked for unbalanced loading conditions. 2) Ali plates are M20 plates unless otherwise Indicated. 3 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -94. 4 A plate rating redudlon of 20% has been applied for the green lumber members. 5; This truss has been designed with ANSUTPI I-1995 criteria. LOAD CASE(S) Standard /QQpt ESS, a�pONCy NO. C049919 ,* EXP 9 - or —'�d) # C A WARNING - Veriry de.yign parameters nod READ NOTES ON THIS AND REVERSE SIDE BErOR�E�y 5"E. T 't Sipptember 11,2000 Design valid for use onIX with MiTek connecicrs. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation at Y. component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual 4 Pr�a A�iM;y web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. k 4 sy Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance �a regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification and HIS -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. ccil 'a-071`10'nni ''1Ni caiuicnnAii vailw INWR0-a —nnn7 •7i•nac -2-0-0 7-4.6. 11 6-0 23-0411 25.0.0 Scale = 1:76.0 2.0.0 7 a$ x 1.5x411 11 -e -o 2-0-0 6.00 (i'£ . 1.5x4 if zYs 4x4= 1.5x411 1.5x411 6 — 1.5x411 1.5x4 l i 5x5 = 5x411 2:22 21 20 19 18 11 1.5x4 11 1.5x4 , 5x5 = 4x7 1.5x4 11 1.5x4 11 THE MODELING OF THIS TRUSS TO CHECK LATERAL LOAD (DUE TO TRANSFER 1.5X4 11 1.5X4 OF SHEAR FORCEISHALL BE REVIEWED AND APPROVED BY A QUALIFIED 1,5x411 I I BUILDING DESIGN R OR ARCHITECT. 7.4 8 23-0.0 7-4-8 15-7-4 X 11 1� LOADING (ps1) SPACING 2-0-0 CSI DEFL (in) lice) Udell Vert(LL) -0A) 24 3-999 PLATES GRIP M20 2201195 TCLL 330.0 PFales Increase 1.15 TC 0.56 2 TCDL 7.0 Lumber increase 1.15 BC 0.47 Vert -0.10 2-24 3-999 BCLL 0.0 Rep Stress Incr NO WB 0.44 Hoe{ 0.08 15 n1al BCDL 7.0 Code UBC/ANSI95 QvlalritQ 1s1 LD LL Min Well a 360 Weight 12516 LUMBER BRACING TOP CHORD 2 X 4 OF NoA&Btr-G TOP CHORD Sheathed or 33.1) on center purfin spacing. BOT CHORD 2 X 4 DF No.1 RBtr-G BOT CHORD Rigid ceiling directly apofied or 3-11-8 on carder bracing. WEBS 2 X 4 OF Stud/Std-G WEBS 1 Row at m dpt 33--23 OTHERS 2 X 4 DF Stud/Std-G REACTIONS (lb/st) 2=-$M-3-8, 20-124/82315/"-8, 22=91/8-8-8, 21=71/13-6 $, 19=109/8-8-8,16=154/8-0-8, 17s-250/8-6-8, IS -W2/8-" tvlme H a 2=5450 cad ease i aK Uplift2=1187�I= case 5 , 22=-191Qoad case 2) 21=33Qoad case 5),17= 412(load case 5) 15--1615(load case 6) Max Grav 2=16 d case 6) 20=1240oad ease 1), 23-590Qoad ease 2), 22=91Qoad case i), 21=107poad case 6),19=109(load case 4): 18-154(load case 4) , 17=34 Quad case b), 15=18420ond case 5) FORCES Qb) - First Load Case Only TOP CHORD 1-2--65.2-3=4036,34---345, -2=65,23=-1036,34=-345, 4-5-254, 5.8=-241, 8-7=233, 7-8-275, 8-9-274, 9-10-227,10.11-258,11-12=-254,12-13=256,13-14-245, 14-15s-324, 15-16=65 ...... _ . BOT CHORD 2-24=815, 23-24=815,2243=206,21-22-208 20 -21c208,19 -20x208,18.19.208, V-18=208,16-17=208 WEBS 3-25=-M. 25.26=-M. 26-27:=-686127-28;-1f88 26-29=671, 23-29=715, 6-27=41, 7-28=6, 5.26=-71, 3-24-126,8-29-100,9-22—IDS, 10-21-38, 11-20�-106, 12-19a-95, 13-18a-113, 14-17e80, d-25@86 NOTES 1) This intss has been checked for unbalanced loading eohdNlons. 2 All plates are M20 plates unless otherwise indicated. 3 This truss has been designed for a 10.0 psf bottom chord live load honconcurrent with any other live loads per Table No. 16-8. UBC -94. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection Qty others) of truss to bearing plata capable of withstanding 1187 Ib uplift at joint 2, 197 Ib uplift at joint 22.33 Ib uplift at joint 21,412 Ib uprift at jolrt.17 and 1815 Ib uplift at Joint 15. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Load caso(s) S. 6 has been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. QRpfESSlp/�',,Y LOAD CASE(S) Standard Except: �QQONG 5) User defined Lumber Increase --1.33, Plate Increase -1.33 Uniform loads (plc Vert: i-2=14.0,2-3=109.8,3-4=106.0, 4-5=106.0, 5-X106.0, 6-7-134.0,74-134.0, 8-9-134.0.9-10-134.0. 10 -11=134.0,11 -12=-134.0,12-13=-134.0,13-14--134.0,14-15=173.4,15-16=-14.0, 2-24a-14.0, 23-24=14.0, 22-23--14.0, 21-22---14.0.20-21--14.0,1920=14.0,18-19=-14.0,17-18=-14.0,15.17=14.0 NV 1:049919 Horz: 2-3=465.4, 3.4=480.0.4-5=480.0, "=480.0,6-7=480.0.7-8=480.0.8-9=480.0.9-10-480.0. 10-11=480.0, 11-12=480.0,12-13=480.0,13-14-480.0,14-15=3612 EX° 9-30-44 6) User defined: Lumber tnerease=1.33, Plate Increase -i.33 Continued on page 2 `—/ ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE/VC e �'V 13,2000 Design valid for use only with MITak connectors. This design Is based only upon parameters shown, and to for an individual +° building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility all building designer — not truss designer. Bracing shown Is for lateral support of Individual web members only. Addldonal temporary bracing to Insure stability during eons nuc lon M the responsibility of the erector, 1M Addltlonal permanerd bracing of the overall structure Is the responsibilityo} the building designer. For general guidance regarding fabrication. Quality control, storage, delivery, erection, and bracing, consult OST -00 Quality Standard, 098- 89 Bracing Specification, and HI9-91 Handling Installation and Bracing Recommendation available from Tmts Plate Institute, Sea D'Onofrio Drive, Madison. Wl 57719 MITek Indushies, Inc. /t 'd-9096'QN 'ONI Odium A311W Wd1q:z —0002 1I1100 4 1 runs SP R3915640 LOAD CASE(S) Uniform Loads(p Vert' 3"-14.0, 2-3-137.8.3-4-134.O. 4-6-134.0,54-434.0.6-7=106 0 748006.0, 8-9-106.0,9-10=108.0, 10-1 1=106.0, 11-12-106.0, 12-13=106.0, 13-14=108.0, 14-15-145.4, 15-18 -14.0.2-24--14.0,23-24--14.0. 22-23a-44.0, 21 22r-14.0, 20.21=-14.0, 19-20=14.0,18-19=-14.0, 17-18-14.0, 15-17=-14.0 Horz: 2-3=-466.4,3-4-480.0.4-6--480.0;"-00.0. 6.7-480.0, 7-�-480.0, 949=480.0, 9-10-480.0,10-11=X180.0, 11-12-480.0,12-13=-480.0,13-14=480.0, 14-1 S==361.2 A WARNING - Verify design paralnelers and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon paremtiten shown, and b for an individual building component to be Installed and loaded vertically. Applicability of design parameters end ptotper Incorporation of �d component Is responsIbitity of building designer — not truss designer. Bracing shown Is for lateral suppoA of hdivlduat web members only. Additional temporary bracing to Insure &family during eonstructlon Is the responsibility of the tractor. 11A Additional permanent bracing of the overall atruclure le the responsibility of the building designer. For 0oneral guidance regarding fabricarlon, quality control, storage, delivery, erection, and braiding, consult QST -88 Oualtty Standard, 068- all Bracing Specification, and MO -01 Handling installation and Bracing Recommendetlo n available from Truss MTek I JUSiI1@Sr Inc. t D'0 Irl Drive Madison WI Will IID Plate InstNu e, 5a no o , , 1 8/9 'd-9096'oN 'ONI S31N1Sm l N31IN NdZ9:Z � 16 000Z 11'130 ob... - ....... Truce"'.... - cuss y my rty R3739511 M780 B ROOF TRUSS 10 1 _...._.-4.- s e nu moss rm6er, ING, in on epic i33d.252000 age T z-0 o s /� a 116 0 16-11-12 23.0-0 25 -"Scale = 1:56.4 _�—._....- - ... — I -- I - , 2-0-0 i>o 4 s51z 5-5-12 4x4 _— 4 3x4 = 7-10-3 7-10-3 16-1-13 7-3.11 3x4 7-10-3 --------I - PFefe se 111 _ - - — - - LOADING (psi) SPACING 2-0-0 CSI DEFL (in) foe) Ildell PLATES GRIP TCLL , 30.0 Plates Increase 1.15 TC 0.39 Vert(LL) -0.09 6.8 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.45 Vert -0.16 8-8 >999 BCLL 0.0 Rep Stress Ina YES WB 0.21 Horz) 0.04 6 n1a BCDL 7.0 Code USCIANSI95 1st LC LL Min Well = 360 Weight 99 Ib - LUMBER — - ^— - BRACING _ TOP CHORD 2 X 4 DF No.I&Btr-G TOP CHORD Sheathed or 4-8-7 on center purlin spacing. BOT CHORD 2 X 4 OF No.1&Btr-G BOT CHORD Rigid ceiling drecty applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G REACTIONSQ(lb/size) 2=115810 -3► -8, 6=1158/0-3-8 FORCES TOP CHORD 1-2=32, b)) D 2-3=-1586, Load y 34=1362, 4-5=-1362, 5-8=1588, 6-7=32 BOT CHORD 2-9=1408,8-9--964,6-8=1408 WEBS 3-9=353,41-19=477,4-8=477. 5-8-353 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 pef bottom chord live bad noneoncurrent with any other live loads per Table No. 16-B, UBC -94. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSUTPI 1-1995 arteria. LOAD CASE(S) Standard n ONC �t NO. C049919 >o EXP 9-3&60 K4 '�� � • - September 11,2000 VARNING - l/ t .. design purumelrr.t and READ IVOTI_ ON THIS AND RGVh.'RSF..SIDE BE, ORE USE �`�� ��� Design valid for use onty with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to bb installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. >w Addiaonel permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance �• regarding fabrication, quality control, storage, delivery, erection, and bracing, consult 13ST-88 Ouallly Standard, OSB - 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. ddd rcic .l—Q�na. nil �nit Izimiznnhil N111W WVnn:i; AW. '7.1 daC Jot) toss runs 7-103 7-103 R3915838 M780 B1 ROOF TRUSS 6 1 Plate unsels moss lumDer, mcwnvv, — o I i 2-0-0 i 6.0A 11-8-0 I 16-11-12 22-e-0 2A44 Scale = 1:54.3 2-0.0 6-0.4 5-5,12 S5-12 "A 030 4x4 = 001lect truss to g*dw 4 6.00 � " or6*0 1.5x41.5x4 M 3 5 to M 2 6 1 3x5= 8 7 3x5= o 3x41- 3x4 - LUMBER TOP CHORD 2 X 4 DF No.16Btr-G BOT CHORD 2 X 4 DF No.1dBtr-G WEBS 2 X 4 OF Stud/Std-G REACTIONS Ob/slze) 6=988/0-3-8, 2=1147/03-8 FORCES Qb) - First Load Case Only TOP CHORD 1-2=32, 2-3=-1562, 3-4=1338, 4-6--1315," - 632 BOT CHORD 2-8--1386,74--942,111-7-11346 WEBS 34;=,353,4-8=477,4-7-439, 155-7--317 BRACING TOP CHORD Sheathed or 4-8-15 on center puffin spacing. BOT CHORD Rigid ceiling directly applied or 1(3-0-0 on center bracing. NOTES 1 This truss has been checked for unbalanced loading conditions. 2; All plates are M20 plates unless otherwise Indicated. 3 This truss has been d ned for a 10.0 psf bottom choid rive load nonconcurrent with any other We loads per Table No. /8-B, UBC -94. 4; A plate rating reductions 20% has been applied for the green lumber members. 5) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE. USE P Design valid for use only with NITsk connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters end proper Incorporation of component Is responlibiaty of building designer - not truas designer. Bracing shown Is for lateral support of Individual / web members only. Additional temporary bracing to Insure stability during coruairudim Is the responsibility of the erector. TM Q Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OS? elf Ooalny Standard, DSB- . 89 Bracing Specification, and HIB -91 Handling Installation and Breeing Reootnmendstion available from Truce Te�'_ JUSi178Sr �IiC- plate institute, baa D'Onotrlo Drive, Madison, Wl 53719 rW �Q�O �pONGF NU. 000919 .� EXP. 9- %KA OF ��` "�O�ctpberi13,2000 /Z 'd-9096'ON DNI S3181SHNI MIN Wd09:Z OOOZ 1I'110 7-103 7-103 15-1-13 73-11 i 22-941 2a" 7-7.3 03-0. Plate unsels LOADING (psi) SPACING 2-0-0 1.15 CSI TC 0.39 DEFL VertA) (in) (los) -0.0 2 Ydefl PLATES GRIP IVQO 220/795 TCLL TCDL 90.6 7.0 Plates Increase Lumber Increase 1.15 BC 0.45 Vert(I-L) -0.16 2-8 sg9g9 BCLL 0.0 Rep Stress Incr . YES WS 0.21 °1rz T �b 04 6 � deWall360 "MBCDL Weight 961b 7.0 Code UBCIANSI95 LUMBER TOP CHORD 2 X 4 DF No.16Btr-G BOT CHORD 2 X 4 DF No.1dBtr-G WEBS 2 X 4 OF Stud/Std-G REACTIONS Ob/slze) 6=988/0-3-8, 2=1147/03-8 FORCES Qb) - First Load Case Only TOP CHORD 1-2=32, 2-3=-1562, 3-4=1338, 4-6--1315," - 632 BOT CHORD 2-8--1386,74--942,111-7-11346 WEBS 34;=,353,4-8=477,4-7-439, 155-7--317 BRACING TOP CHORD Sheathed or 4-8-15 on center puffin spacing. BOT CHORD Rigid ceiling directly applied or 1(3-0-0 on center bracing. NOTES 1 This truss has been checked for unbalanced loading conditions. 2; All plates are M20 plates unless otherwise Indicated. 3 This truss has been d ned for a 10.0 psf bottom choid rive load nonconcurrent with any other We loads per Table No. /8-B, UBC -94. 4; A plate rating reductions 20% has been applied for the green lumber members. 5) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE. USE P Design valid for use only with NITsk connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters end proper Incorporation of component Is responlibiaty of building designer - not truas designer. Bracing shown Is for lateral support of Individual / web members only. Additional temporary bracing to Insure stability during coruairudim Is the responsibility of the erector. TM Q Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OS? elf Ooalny Standard, DSB- . 89 Bracing Specification, and HIB -91 Handling Installation and Breeing Reootnmendstion available from Truce Te�'_ JUSi178Sr �IiC- plate institute, baa D'Onotrlo Drive, Madison, Wl 53719 rW �Q�O �pONGF NU. 000919 .� EXP. 9- %KA OF ��` "�O�ctpberi13,2000 /Z 'd-9096'ON DNI S3181SHNI MIN Wd09:Z OOOZ 1I'110 Jo1i' ._. mom... TrusS— ypT a ----Fly R3739513 Job- B2� ROOF TRUSS 2 1 Job um r• - G. ' --4.0-JTs--ri'94f9-MrM us es.nr- eP 11 13`:24:28 2DU0 age 2 0 0 6-04 11 s o 16-11-12 23 0 0 25 0 o Scale = 1:56.4 1 . _...... _..__.— _....._.._..__.. f._._.... _............. . 2-0-0 6-0-4 5-5-12 5-5-12 - --_T 6-0-4 2-0-0 4x4 4 3x4 - 3x4 M r1¢• 0 WEBS 2 X 4 DF Stud/Std-G REACTIONS pb/size), 2=1158/0-3-8,6=1158/0-3-8 FORCES Ob) - First Load Case Only TOP CHORD 11-2=32,2-3=1586,34=-1362, 4-5-1362,15-15=-1586,13-7=32 BOT CHORD 2.9=1408, 8-9=964, 6-8=1408 WEBS 3-9=353, 4-9=477, 4-8=477, 5-8=-353 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless othervtrise Indicated. 3) This truss has been designed for a 10.0 psi bottom chord live load natconcurrent with any other live bads per Table No. 16-13, UBC -94. 4 A plate rating reduction of 20'/o has been applied for the green lumber members. 5; This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Veri)i de.siRn parainefers and READ NOTES ON THIS AND REVERSE SIDE BEFORE Design valid lot use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual building component tobe installed and loaded vertically. Applicability of design parameters and proper Incorporation of .r component is responsibilil of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is.the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. Quality control, storage, delivery, erection, and bracing, consult OST -99 Quality Standard, DSB- e9 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onordo Drive, Madison, wt 53719 MiTek Indushies, Inc.' oQnocEsslol,�� ONO VG F NO. C049919 UP 9.30-J9 fl:,L4,-September 11,2000 coir. •.i—o7na•nll •.'1fJl eal�l�nn�l 1��IIW WdlO:F —(1007, 'l,l'daS 7-10-3 15-1-13 I 23-0- F 7-10-3 1 7-3-11 7-10-3 Pray arrsers----------- LOADING (psQ SPACING 2-0-0 CSI 0.39 DEFL ((n) (Ioc)) Udefl Vert(LL) -0.09 6 9 >999 PLATES GRIP M20 220/195 TCLL 30.0 TCDL 7.0 Plates Increase Lumber Increase 1.15 1.15 TC SC 0.45 Vert(TL) -0.16 6 8 >999 BCLL 0.0 Rep Stress Ina YES WB 0.21 Horz ) 0.04 B Na ' 1st LOLL Min Udefl =360 Weight 99 Ib BCDL 7.0 Code UBC/ANSI95 LUMBER BRACING TOP CHORD Sheathed or 4-8-7 on center purlin spacing. TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid calling directly applied or 10-0-0 on center tracing. BOT CHORD 2 X 4 OF No.t&Btr-G WEBS 2 X 4 DF Stud/Std-G REACTIONS pb/size), 2=1158/0-3-8,6=1158/0-3-8 FORCES Ob) - First Load Case Only TOP CHORD 11-2=32,2-3=1586,34=-1362, 4-5-1362,15-15=-1586,13-7=32 BOT CHORD 2.9=1408, 8-9=964, 6-8=1408 WEBS 3-9=353, 4-9=477, 4-8=477, 5-8=-353 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless othervtrise Indicated. 3) This truss has been designed for a 10.0 psi bottom chord live load natconcurrent with any other live bads per Table No. 16-13, UBC -94. 4 A plate rating reduction of 20'/o has been applied for the green lumber members. 5; This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Veri)i de.siRn parainefers and READ NOTES ON THIS AND REVERSE SIDE BEFORE Design valid lot use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual building component tobe installed and loaded vertically. Applicability of design parameters and proper Incorporation of .r component is responsibilil of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is.the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. Quality control, storage, delivery, erection, and bracing, consult OST -99 Quality Standard, DSB- e9 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onordo Drive, Madison, wt 53719 MiTek Indushies, Inc.' oQnocEsslol,�� ONO VG F NO. C049919 UP 9.30-J9 fl:,L4,-September 11,2000 coir. •.i—o7na•nll •.'1fJl eal�l�nn�l 1��IIW WdlO:F —(1007, 'l,l'daS to 41 d -2-M. 741-8 23-0.0 2&" Scale = 1:76.0 2-0.0 7-4 8 4:h-VX411 1.5x4 (1 11.6-0 2-0-0 6.00 Ff2- 1.5x4 11 3x5 � _K 4x4= 1.5X411 1.5x4 11 667 1.5x411 1.5x4 11 5X5 = 14 1.5x4 11 Z49Z Z 1 ZU IV its 1 / 1.5x411 1.5x4 .�-- 5x6= 4x7 1.5x4 11 1.5x4 II THE MODELING OF THIS TRUSS TO CHECK LATERAL LOAD (DUE TO TRANSFER 1.5x4 I I 1.5X4 11 OF SHEAR FORCE) SHALL BE REVIEWED AND APPROVED BY A QUALIFIED 1.5x4 11 BUILDING DESIGNER OR ARCHITECT. 743 74-8 16-7-8 -OX4 11 LUMBER TOP CHORD 2 X 4 DF No.1M-G BOT CHORD 2 X 4 DF No.1ti,Blf-G WEBS 2 X 4 DF Stud/St" OTHERS 2 X 4 DF Stud/Std-G BRACING TOP CHORD Sheathed of 33.11 on center purlin spacing. BOT CHORD Id %TItTtpp direct- appftad or 3-11-8 on center bracing. WEBS 1 ow %T Midpt 3 23 REACTIONS QWsk-e) 2869103 8, 20=124/8-6 8, 23=545/8 6 8, 22=9118 6 8, 21=71/8 68,19 109/8-0 8,18=154/8 58,1725018 68,15=60218 6 8 Mate He 264 d ease Max Upltft2=11$7 d ease 5� 22--1970oad ease 2), 21=330oad case 5) 17=4120oad case 5) 15=-1615(Inad case b� Max Grav 2=1673 d case 20=1240oad case 1), 23=5900oad case 2), 22=91(oad case 1), 21-107(load ease 6),18�109(load ease 4),1&�154(Iead ease 4) ,17= (bad case 6),15w1842(bad case 6) FORCES pb) - First Load Case Only TOP CHORD 1-2--65,2-3-1036,34=-345,4-s---2s4. 64-241,113-7-233,74-275, 8-9=274, 9 -10x -227,10-11m-258, 11-12=-254,12-13=-256, 13-14=245,14-15-324, 15-16=65 BOT CHORD 2-24--815.23-24--815.22-23--208 21-22-208 20-21=208,19-20=208,18 18=208,17-18=208,1517='208 WEBS 1111-20=408..25?9=-655,13 18-113,14-178 Z( d-25a86�1, 23.29--715, 8-27=41, 7-28=-0, S.26--71, 324=126, 8-29=-100, 9-22-195, 10-21--38, NOTES. 1) This truss has been checked for unbalanced loading conditions. 2 All plates are M20 plates unless oAhervvise indicated.. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16.8, UBC -94. A plate rating reduction of 20% has been applied for the green lumber members. 5 Provide mechanical connection Ury others of truss to bearing plate capable of withstanding 1187 Ib uplift at joint 2,197 ib uplift at joint 22,33 fb uplift at joint 21, 412 lb uplift of joint 17 and 1616 Ib uplift al jolnt 15. 6) This truss has been designed with ANSt/TPI i-1995 criteria. 7) Load case(s) S. 6 has been modified. Building designer must review bads to verify that they are correct for the intended use of this truss. LOAD CASE( Standard Except: 5) User deffn Lumber Increase -1.33, Plate Increase -1.33 Uniform Loads IQ Vert: 1-2-44.0 2-3-109.8, 3-4=106.0. 4Sx106.0, 5.6=106.0, 6-7m-134.0, 7-8=-134.0, 8-9--134.0, 9-10=134.0, 10-11=-134.,11-12=134.0,12-13=-134.0, 13-14a-134.0 14-15--173.4, 15-16=-14.0, 2-24=-14.0, 2324x-14.0, 22-23°-14.0, 21-22x-14.0, 20-21x-14.0,19-20=-14.0,18-19=-14,0,17-18--14.0,15-17=14.0 Hort: 23=465.4, 3-4=480.0,4-5=480.0. 5-6=480.0, 6-76480.0, 7-8x480.0, 8-9-480.0, 9-10n480.0,10-11°480.0, 11-12=480.0,12-13=480.0 13-14x480.0,14-15=361.2 6) User defined: Lumber Increass=1.�3, Plate Increase=1.33 MIM Continued on ® WARNING - Verify design parameters and READ NOIES ON THIS AND REVERSE SIDE BE, roRE Design valid for use only with iflialk connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is reeponsibinty of building designer — not trues derigner. Brading shown In for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. va Additional permanent bracing of the overall structure la the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult 0ST48 Quakily Standard, DSB- 89 Bracing Specification, and HIB -81 Handling Installation and Bracing ttecommandatlon available from Truss —J Plato Inathute, 583 D'Onotrio Drive. Madison, V" 53719 m��" rTek InduShWr Inc. ��$$jQ. �"tC NU, C-049919 EXP 9-3Q 4 q Q AR �! October 13,2000 P;q <z A 'd-9096'ON 'DNI Od1S(IONI N311W—WdE9:Z —0001 11,130 (0.0 CSI DEFL TES GRIP 3-999 TCLLLOAD 307.60 PlateSPAsIncrease115 TC 0.56 Vett(LL) -0AS 7-21 Edell 220/195 TCDL Lumber Increase 1,15 BC 0.47 Vert(TL) -0.10 2-24 3-999 BCLL 0.0 Rep Stress Ina NO WB 0.44 Horz(f1) 0.08 15 No BC 7.0 Code UBC/ANS195 lMalrb4 1st LC LL Min Vdefl 360 Weight: 1251b LUMBER TOP CHORD 2 X 4 DF No.1M-G BOT CHORD 2 X 4 DF No.1ti,Blf-G WEBS 2 X 4 DF Stud/St" OTHERS 2 X 4 DF Stud/Std-G BRACING TOP CHORD Sheathed of 33.11 on center purlin spacing. BOT CHORD Id %TItTtpp direct- appftad or 3-11-8 on center bracing. WEBS 1 ow %T Midpt 3 23 REACTIONS QWsk-e) 2869103 8, 20=124/8-6 8, 23=545/8 6 8, 22=9118 6 8, 21=71/8 68,19 109/8-0 8,18=154/8 58,1725018 68,15=60218 6 8 Mate He 264 d ease Max Upltft2=11$7 d ease 5� 22--1970oad ease 2), 21=330oad case 5) 17=4120oad case 5) 15=-1615(Inad case b� Max Grav 2=1673 d case 20=1240oad case 1), 23=5900oad case 2), 22=91(oad case 1), 21-107(load ease 6),18�109(load ease 4),1&�154(Iead ease 4) ,17= (bad case 6),15w1842(bad case 6) FORCES pb) - First Load Case Only TOP CHORD 1-2--65,2-3-1036,34=-345,4-s---2s4. 64-241,113-7-233,74-275, 8-9=274, 9 -10x -227,10-11m-258, 11-12=-254,12-13=-256, 13-14=245,14-15-324, 15-16=65 BOT CHORD 2-24--815.23-24--815.22-23--208 21-22-208 20-21=208,19-20=208,18 18=208,17-18=208,1517='208 WEBS 1111-20=408..25?9=-655,13 18-113,14-178 Z( d-25a86�1, 23.29--715, 8-27=41, 7-28=-0, S.26--71, 324=126, 8-29=-100, 9-22-195, 10-21--38, NOTES. 1) This truss has been checked for unbalanced loading conditions. 2 All plates are M20 plates unless oAhervvise indicated.. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16.8, UBC -94. A plate rating reduction of 20% has been applied for the green lumber members. 5 Provide mechanical connection Ury others of truss to bearing plate capable of withstanding 1187 Ib uplift at joint 2,197 ib uplift at joint 22,33 fb uplift at joint 21, 412 lb uplift of joint 17 and 1616 Ib uplift al jolnt 15. 6) This truss has been designed with ANSt/TPI i-1995 criteria. 7) Load case(s) S. 6 has been modified. Building designer must review bads to verify that they are correct for the intended use of this truss. LOAD CASE( Standard Except: 5) User deffn Lumber Increase -1.33, Plate Increase -1.33 Uniform Loads IQ Vert: 1-2-44.0 2-3-109.8, 3-4=106.0. 4Sx106.0, 5.6=106.0, 6-7m-134.0, 7-8=-134.0, 8-9--134.0, 9-10=134.0, 10-11=-134.,11-12=134.0,12-13=-134.0, 13-14a-134.0 14-15--173.4, 15-16=-14.0, 2-24=-14.0, 2324x-14.0, 22-23°-14.0, 21-22x-14.0, 20-21x-14.0,19-20=-14.0,18-19=-14,0,17-18--14.0,15-17=14.0 Hort: 23=465.4, 3-4=480.0,4-5=480.0. 5-6=480.0, 6-76480.0, 7-8x480.0, 8-9-480.0, 9-10n480.0,10-11°480.0, 11-12=480.0,12-13=480.0 13-14x480.0,14-15=361.2 6) User defined: Lumber Increass=1.�3, Plate Increase=1.33 MIM Continued on ® WARNING - Verify design parameters and READ NOIES ON THIS AND REVERSE SIDE BE, roRE Design valid for use only with iflialk connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is reeponsibinty of building designer — not trues derigner. Brading shown In for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. va Additional permanent bracing of the overall structure la the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult 0ST48 Quakily Standard, DSB- 89 Bracing Specification, and HIB -81 Handling Installation and Bracing ttecommandatlon available from Truss —J Plato Inathute, 583 D'Onotrio Drive. Madison, V" 53719 m��" rTek InduShWr Inc. ��$$jQ. �"tC NU, C-049919 EXP 9-3Q 4 q Q AR �! October 13,2000 P;q <z A 'd-9096'ON 'DNI Od1S(IONI N311W—WdE9:Z —0001 11,130 4 JOB russ ruse ype M780 Rosa um r. BP1 _ KINGPOST 1 1 R391%Al - _-- -_. .____....-.. ...-- .......... ...v. •r, w�,r IViJ.-IJ LWV rE�eL LOAD CASES) Uniform Loads11) Vert: 1-2-114.0,2-3=1137.8.3-4-11111.0. 4-5-64.0, 6-8=-134.0, 6-7=106.0 7 -8=106.* -14.0,20-21-14.0.19-20-14.0.18-19--14.0,17-18=14.0, 8.9=108.0, 9-10=106.0,10.11=106.0,11-12=106.0,12-1 106.0, 13 -14=106.0,14 -IS -145.4,15 -16 -14.0.2 -24 -i -14.0,23-24-14.0.;i2- 23w-44.0, 21-22=-14.0, 20-214-14.0,19-20=14.0, 18-19=14.0, 17-18=14.0, 15-17=-14.0 Hort: 23=465.4, 3-4480.0, 454480.0, 6-6=480.0, 6-74-480.0, 7-8--X180.0, I -9m -4m.0, &10=-480.0,10-11=-480.0, 11-12 80.0, 12-134-480.0, 13.14* -480.0, 14-15=361.2 .V 1 A WARNING • Verljy design paiaineters and READ NOTES ON THIS AND REVERS'F. SIDE BEF F; S 4jtppBf Design valid for use only with 81iTek connectors. This design Is based only upon parameters shown, and is for an Individual ; building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsiblllty, of building designer - not truss designer. Bracing shown Is for lateral support a1 Individual no L P -It. wob members onty. Additional temporary bracing to Insure stability during eonstruellon to the responsibility of the erector. ar Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guldence� regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DS8- 89 Bracing SpecHleatlon, and HI13-91 Handling Installation and Bracing Re:ommendetlon avaliable from Trust ' Plate InstNute, 803 D'Onotdo Drive, Yadlson, col 63719 IV IndUShI s, Inc. 8/L 'd-9096'ON 'ONI S3181SHNI N311W Wd£9:Z —0002 11130 t Job 7-103 russ 15-1-13 I 23-04) I R3915639 M780 Bi ROOF TRUSS 1 1 — . .-,.„,o,.,,,..-,, . w. r.,w� w 1V.AU:9VGW1! rage r i -2-0-0 l 6 -GA i1.6-0 I 16-i1-12 1 23x0 r Scale = 1:54.5 2-” 6-0.4 55-12 55.12 6-0-4 4x4 = ^f% r--zvr- 4 34'= 5x5= r0 a 1 7-103 1 15-1-13 I 23-04) I 7403 73-11 7403 Plate LMS813 LOADING (psl) SPACING 2-0-0 CSI ME FL pn (loo) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.16 TC 0.39 Vert(LL) -0 6 7 2,999 M20 220/195 TCDL 7.0 Lumbar increase 1.16 BC 0.45 Vert -0.16 6-7 2,999 BCLL 0.0 Rep Sires Incr YES WS 021 Horz(�L) 0.04 6 Na BCDL 7.0 Code USWANSI95 1st LC LL M6n Udefl =360 Weight 96 m LUMBER BRACING TOP CHORD 2 X 4 DF No.13Btr-G TOP CHORD Sheathed or 4 -6 -ton center pudin spacing. BOT CHORD 2 X 4 DF No.l&Btr-G BOT CHORD Rigid oelling dlredIy 9ppiled or 10-0-0 cn center bracing. WEBS 2 X 4 DF Stud/Std-(3 REACTIONS Ob/size) f>r999/038, 2115810 38 FORCES (ib) - Fast Load Case Only TOP CHORD 1-2-�2, 23=-1585, 3-4a-1362, 4-1362, 5=-1585 BOT CHORD 2-6=1407, 7-8=964, 6-7-1407 WEBS 3.6=353, 4-8-477, 4-7w477, 57-353 NOTES 1 This truss has been checked for unbalanced loading' cmtdi Ions. 2) All plates are M20 plates unless otherwise Indicated. 3 This truss has been designed for a 10.0 psf bottom chord live brad 6on6on6iirrarit with s4 hiller hila Iiieds per Table No.16.8, UBC -94. 4; A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed Wilt ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard OFESSI ONG NO. C049919 .� EXP 9-30.04 FNI �P / ®WARNING -Verify design paranteiers and READ NOTES ON THIS AND REVERSE, SIDE HEFORG USE �� y PAO��;,13,2000 5,= Design valid for use only with Nrfelr connectors. This design is based only upon parameters shown, erW Is for an Indhrldual Dep bullding component to be Installed and loaded vertically. Applicabitlly, of design parameters and proper Incorporation of component Is responsibility of building designer – not truss designer. Bracing shown Is for lateral support of Individual web members ordy. Additional temporary bracing to Insure stablilty during construction Is the responsibility of the erector. TM Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, Quality control, storage, delivery, erection, end bractng, consult OST -88 (lustily Standard, DSB- 1 89 Bracing Specification, and HIB -91 Hendting Installation and Bracing Recommendation available horn Truss J Plate Institute, SOS D'Onofao Drive, Madison, WI 53719 MITek I_ dusltTCsr Inc. 8/E 'd--9096'oN 'DNI S3181SHNI N311W Wd19:Z —000Z a M7780 TivSs NST S Ypo 07Y "--- 'T---'----'---- . .. R3739516 7780 C ROOF TRUSS — - e - 1 moss ul mite► R DUWG. C14�36 i a. - s c i e nus les,"Inc ""1Gfon-Sep TT age 2.0-0 7-0-0 14-0-0 1s -o -o Scale = 1:36.5 2-0-0 7-0-0 7-0-0 2-0-0 4x4 - M 3 6.00 (T'£ is 4 0) 5 tt 3x4 — 6 3x4 - 1.5x4 11 7-0-0 7-0-0 LOADING (psQ SPACING 2-0-0 CSI DEFL (in) Poe)) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.64 Vert(LL) -0.05 4-$ >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.33 Vert(TL) -0.09 4-6 >999 BCLL 0:0 Rep Stress Ina YES WB 0.09 Horz(TL) 0.01 4 n/a BCDL 7.0 Code UBC/ANSI95 1st LC LL Min Well = 360 Weight: 51 Ib ' LUMBER - — y - - BRACING - TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 on center pudln spacing. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 104)-0 on center bracing. WEBS 2 X 4 DF Stud/SWG REACTIONS Qb/size) 2--76210-3-8,4--762/0-" FORCES Pb) - First Load Case Only TOP CHORD 1-2=32, 2-3=-857, 3-4=857, 4-5=32 BOT CHORD 2-6=584,4-6=564 WEBS 3-8=98 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 AN plates are M20 plates unless otherwise Indicated.. 3) This truss has been designed for a 10.0 psi bottom chord live bad nonooncurrent with any other live bads per Table No. 18-8, UBC -94. 4) A plate rating reduction of 20% has been a�ppppl�led for the green lumber members. 5) This truss has been designed with ANSVrPI 1-1995 criteria. LOAD CASE(S) Standard 4 T05- -' '— Tnlss'- ' TrussType M780 CE ROOF TRUSS mos"Tm6ei; . CA' Cl) O t7 M �1 7-0-0 2-0-0 2-0.0 7-0-0 6.00 r1 -2`- 1.5x4 ii 3x4 1.5x4 II 454 R3739517 I I eK Industries,Inc. Mon ziep D"Pagel " 144).0 l 1B.-0-0 Scale = 1:43.0 7-0-0 2-0-0 • X II 1 „ 1 F;VA II 1 RVA 11 1.5x4 11 1.5x4 ii 1.5x4 1 I 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 7-r1A 14-0-0 LOADING (lost) SPACING 2-0-0 CSI DEFL (n) Q-) Wall PLATES GRIP TC LL 0.0 Plates Increase 1.15 TC 0.29 Vert (LL) n/a - - n1a M20.2201195 TC DL 7.0 Lumber Increase 1.15 BC 0.13 Vert(TL) 0.05 12-13 >517 BC LL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 Na LL 8CDL 7.0 Code UBC/ANS195 (Matrix) 1St LC Min Well = 360 Weight: 67 tb LUMBER BRACING TOP CHORD 2 X 4 DF No. I&Btr-G TOP CHORD Sheathed or 6.0-0 on center puriin spacing. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. OTHERS 2 X 4 DF Stud/Std-G REACTIONS 0b/slze) 2=352114-0-0, 12=352/14-0-0, 18=118/14-0-0, 19=109/14-0-0, 20=154/14-0-0, 21=31/14-0-0, 17=116/14-0-0, 16=109/14-0-0, 15=154/14-0-D, 14=31114-0-0 Max Horz 2=20((load case 1),12=20(load case 1) . Max Gray 19=1 i 1 load case 3), 20=154(load case 1), 21=73(load case 2),17=1 1 G(load case 1), 16=111(load case 4), 15=154(load ease 1), 14=7300ad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2--65.2-3=41 3.4=35, 4-5=46, 5-8=-44, 6-7=42, 7-8=42, 9-9=44 9-10---45,10-11=-35,11-12=-81,12-13=65 BOT CHORD 2-21=0, 20-21=d, 19-20=0, 1S-19=0, 17-18=0, 16-17=0, 15-18=0 14.1)r-0, 12-14=0 WEBS 8-18=-95, 6-19=-97, 4-20=110, 3-21=73, 8-17=95, 9-18=97, 15-15=110, 11-14=73 NOTES 1) This buss has been chedted for unbalanced loading conditions. 2 All plates are !4120 plates unless otherwise Indicated 3� Gable requires continuous bottom chord bearing. 4 Gable studs spaced at 14-0 on center. 5 This truss has been designed for a 10.0 lost bottom chord live load noneoncufrent with any other live loads per Table No. 16.8, UBC -94. 6; A plate rating reduction of 20% has been aDDlled for the green lumber members. 7) This buss has been designed with ANSVTPI 1-1995 criteria. LOAD CASES) Standard PR0FESS/1 ONG y Fy G �Z ' � m . C04 919 EXP 00 �q C Se tem er 11,2000 W,1RNING • Vi, ril t• design puramefers rind REM) NOTES ON THIS AND REVERSESIVE BEFORE � �� i"p Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individualApp Dvildingcomponent to be Installed end loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of Individual � web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. m69.p Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consuh QST48 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss plate Institute, 583 D'Onofflo Drive, Madison, WI 53719 MiTek IndusMes, Inc. PP/9 •,I-07WOAI `l All C]IUIQMAII v]liw wlai- rn a nnn7 71•nac Uty T6 --- 'Truss-..._...Tru�sType' _ — ..... ....- _.., ........--- - — R3739520 �M780 DE MONO TRUSS_ _ moss fum�er, 2 s I e n u ne , Tnc IGlori Sep 1TT 32 : age v 0 4 =-24)-O._..-f 2-0-0 2 3x4 _- . 8-0.7 3.00 (i'£ 4x4 3 15-0-0 Scale = 1:33.9 6-11-9 1.5x4 11 4 6 1.5x4 4x4 - I-- _ 8-0-7 _. _... 15.0-0 - -I 8-0-7 6-11-9 Plate 5m (x;Y . LOADING (psQ SPACING 2-0-0 CSI DEFL (in) (loc Well PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.86 Vert(LL) 0.18 2-6 >999 M20 2201195 TCDL 7.0 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.18 2-6 >989 BCLL 0.0 Rep Stress Ina YES WB 0.47 Horz(rL) 0.02 5 Na BCOL 7.0 Code UBC/ANS195 1 at LC LL Min Udell = 360 Weight 60 Ib LUMBER — — BRACING TOP CHORD 2 X 4 DF No.18Btr-G TOP CHORD Sheathed or 3-6-3 on center purfin spacing, except end verticals. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G WEBS 1 Raw at midpt 3-5 REACTIONS (lblstze) Z=tlunlu•3 tf, o-ei4irua-a FORCES (ID) - First Load ease unryry, TOP CHORD 1-2=17, 2-3=-1200, 34=-0, 4-5=252 RQUHORD §=1��26=1182 NOTES 1) All plates are Nt20 plates unless otherwise Indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other lore loads per Table No. 16-8, UBC -94. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Thls truss has been designed with ANSY711.1995 criteria. LOAD CASE(S) Standard 0 %VAPNINC - Vcrifv design paramelet-s and READ NOTES ON THIS AND REVERSE SIDE BEFORE YSE Design valid for use only with UlTak connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — net truss designer. Bracing shown Is. [or lateral support of Individual dYr`�- ---•v� QEpON Y� F NO. C0499 19 EXP 9. �? QVI C I Sik m er 11,2000 _r web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. mf' Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, Quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSB• 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss El Plate Institute, 583 D'Onoldie Drive, Medison, WI 53719 Welk Industries, Inc. rC/7'1 imi calNicnnkil Nailw wHQn:F —nnn7. '7.1'1120 Job---• TFuss TrU-§sType---- City - M78 0 IlyM780 D MONO TRUSS 125 1 R3739518 mossTrriber, -580 1- -•-- .....-------- ._._..- .13-�L.7.it399 MIT@ktndGsInc. Wn ep 3:24:352 age -2-0-0 8-0-8 16-0-0 Scale = 1:33.9 2-0411 8-" 611-8 1.5x411 4 3x4 = V 1.5x4 I 1 r 8-0-8 --•-- I � - --1 t; -O -f3 8-11-e LOADING (psi) SPACING 2-0.0 CSI DEFL (in)tOC Well PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.86 Vert(LL) -0.10 2 51999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.18 2-6 51988 BCLL 0.0 Rep Stress Ina YES WB 0.47 Horz(TL) 0.02 5 Na BCDL 7.0 Code USCIANS195 1st LC LL Min Well = 360 Weight 60 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 3-e-3 on center purlin spacing, except end vertleals. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 1040-0 on center bracing. WEBS 2 X 4 OF StudlStd-G - __..------- _ WEBS 1 Row at midpt 3-5 REACTIOFORCES ppNS)) (lb/slze) 2=806103 5=647/0 3-8 — --- - ---- nly TOP CHORD 1-4�--172a3�1201, 3-4--0, 4.5=-252 BOT CHORD 2-6=1163,5-6=1163 } WEBS 34=103,3-5=1213 ( NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loadsTable No. i6 -B, UBC -94. 3 A plate rating reduction 20% has been appliedfor the green lumber members._-_ -_ } 4) This thus has been designed with ANSVTPtirMS criteria.. LOAD CASE(S) Standard ____ �VROFESSIO ONG t0 � NO. C049919 - _-_.—._.._---------•- __----- EXP 9-30 �& e� � WARNING - Verify design parantr•lers and READ NOTES ON THIS AND REVERSh' SIDE BEFORE US . ,�� September 11,2000 Design valid for use onlywlth MRek connectors. This design is based only upon parameters shown, and is for an Individual , building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of play, component Is responslbilily of building designer — not truss designer. Bracing shown le for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OBT-88 Ouality Standard, OSB• 89 Bracing Specification, and HIS -91 Handling Installation and Bracing Recommendation available from Truss NX Plate Institute. 583 D'Onolrlo Drive, Madison. WI 51719 MTek Industries, Inc. ccinl •,1-071"10-nl,l .,)Kit cjlulcnnl,ll Ullw lNWhn-9 —nnn7 •71-dAe :Jzb I nlss I fuss 1 yp0 CSI 0.99 OEFL n j 1� 21 >8g9 M780 / DC MONO TRUSS 3 / 1 83915642 ..- - --• .. ..,_., ...., .... ... w. w .v.w.ro ww rage r l -2-0-0 I 8-0-7 I 1s." $Cale = 1:33.9 2-0-0 8-0-7 6-11-9 3.00 fiz- 1.5x411 4 3xIS — O - 1.5x411 4x4 9-0-7 15 OA 84-7 s-11-9 0 MI m � LOADING TCLL (osll 30.0 SPACING 240-0 Plates Increase CSI 0.99 OEFL n j 1� 21 >8g9 G 2120/195 TCDL 7.0 1.15 Lumber Increase 1.15 TC BC 0.47 VeA(LL) 0 Vert -0.18 2.6 "89 fIP o BCLL 0.0 Rep Stress Incr NO WB 0.47 Harz TL 0.02 5 Wa BCDL 7.0 Code UBCIANSt95 1s1 LC LL Nin Well - 360 Weight: 60 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.ldBtr-G TOP CHORD Sheathed, exoepl and verticals. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling dl:.. city appplied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G WEBS 1 Row et mldp7f 35,_---___ REACTIONS Qblslze) 2-808/0-34, 5--847/0.3.8 Max Hoe 2-29.42(load case 4)------- ---- Marr Uplift 2--518(load case 3) tu m Grav 2=990(load case 4), 5=647Qoad owe 1) FORCES (Ib)- First Load Case Only TOP CHORD1-2-17.2-3-.1200,3-4---0.4-5--252 BOT CHORD 2-6-1162,5-6--11132 WEBS 3-501103.3-5-1213 NOTES 1) A I plates are M20 plates unless otherwise Indicated, 2 This truss has been designed for a 10.0 pst bottom chord live load nonaoncument with any other live loads per Table No.18-B, UBC -94.3 A plate rating reduction of 20% has been applied for the green lumber members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 618 lb uplift at joint 2. This truss has been designed with ANS PI 1-1995 criteria. . Load case(s) 3,41 has been modified. Building designer must review loads to verify the! they are correof for the Intended use of this truss. LOAD CASES) Standard Except: 3) User defined: Lumber Increase=1.33, Plate Increase -1.33 Uniform Loads (piQ Vert: 2-6--14 .0 5.6=-14.0, 1-2--14.0.2-3-37.6,3-4-36.0 Hoa: 2-3-7A3, 3-4=800.0 4) User defined: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 2-6---14.0,6-6-14.0,1-2-14.0,2-3--65.6,3-4=-64.0 Horz: 2-3=-775.2, 3-4a-800.0 A WARNING - Verify design parameters and READ NOTES ON 27MIS AND REVERSE SIDE BEFORE Design valid for use only with MfTek connectors. This design to based only upon parameters Shown, itfid III for an bWhWusl building componenl,io be Installed and loaded vertically. Applicability of design parameters and "Proper Incorporation of component Is responsibility of building designer - not true$ designer. Bracing shown Is toy island support of individual etOQR�f��� 2 ti �+ Aw NO. -Ci: -9419 vC I �11r��' 0tAdber.13,2000 web members only. Additional temporary bracing to Insure stability during construction Is the responsibility, of the erector. ti Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guldems regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -M Quality Btandaid, 058- 69 Bracing Specification, and HI"I Handling Installation and Bracing Recommendation available from Truss Plate Institute, S93 D'Onefrlo Drive, Madison, W153710 MI? �I�USjI'I or Inc. 8/8 'd—�096`oN `SNI S31d1S00N1 A311W Wdt9:Z —0002 '£1'130 -- �;....._.._. Trust - - russType -- M780 DIE. MONO TRUSS moss tum r. ---- 1 11 R373951 +5-0-0 Scale = 1:33.9 2-0-0 8-0a 6-11-9 1.5x4 11 3.00 rU_. 4 4x4- 3x4 = 6 ' 1.5x411 4x4 - 8-0-7 8-11-s LOADING (psQ SPACING 2-0-0 CSI DEFL can) (loc)) Well PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.86 Vert(LL)-0.10 2-A >999 M20 2201195 TCDL 7.0Lumber Increase 1.15 SC 0.42 Vert(TL) -0.18 2-6 >989 BCLL 0.0 Rep Stress Iricr YES W8 0.47 Horz(TL) 0.02 5 . Na BCOL 7.0 Code UBCIANS195 1st LC LL Min I/dell - 360 Weight 60 tb LUMBER - -- BRACING TOP CHORD 2 X 4 OF No.18Btr-G TOP CHORD Sheathed or 3-6-3 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 OF No.I &Btr-G " BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bradng. WEBS 2 X 4 OF Stud/Std-G WEBS 1 Row at midpt 3-5 REACTIONS (Ib/size) 2=808/0-0-8, 5=647/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17,2-3=1200,3-4=0,4-5=252 BOT CHORD 2-6=1162, 5-6=1162 WEBS 3-6=103.3-5=-1213 NOTES 1) All plates are M20 plates unless otherwise Indicated. 2This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -94. 3 A plate rating reduction of 20% has been for the green lumber members. 4 This truss has been designed with ANSVrPI IIA995 criteria. LOAD CASE(S) Standard r N �QQROFESSlO�I NO. C049919 EXP 9-30'ff? x +�t—'QA§eptember 11,2000 A 1MARNING - Verify design Parameters (fail READ NOTES ON THIS AND REVERSE SIDE BEFORE U.SE i�+� Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual Ago QEp building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of . :,N component is responsibility of building designer — not truss designer. Bracing shown Is for lateral support of individual +7 r web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ! Additional permanent bracing of the overall structure is the responsibility of the bulling designer. For general guidance regarding Isonation. Quality control, storage, delivery, erection, and bracing, consult OST -88 Ouallty standard, DS5VED - 89 Bracing Specification, and HIB -91 Handling Installation end Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrlo Drive, Madison, WI 53719 MiTek Industries, Inc. cP/II •rI—Q7nQ•OAI ,)klI Q]I)lIQMAII vallw wwnn a —nnn7 •71•dAQ Job" :----- Trusy - • - _ ._ toss ype-- --- .............. - M780 EE ROOF TRUSS moss um r, D1NG,-----.. _---•-------- F- -2-0-0�- - _.6-0-0 2-a0 6-0-0 6.00 FiT R3739522 12-0-0 14-0-0 Scale = 1:38.5 6-0-0 2-0-0 1.5x4 11 3x4 — 1.5x4 1I 1.5X4 11 6 _ 4 , 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 12-0-0 s-0 0 6-0-0 LOADING(psi) SPACING 2-0-0 CSI DEFL (In) Q-) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.29 Vert(LL) Na. - Na M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.12 Vert(TL) 0.05 10-11 >512 BCLL 0.0 Rep Stress Incr YES WB 0.02 Hort L) 0.00 n/a BCDL 7.0 Code UBC/ANSI95 (Matrix) 1st LOLL Min Wail = 360 Weight 55 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.16Btr-G TOP CHORD Sheathed or a0-0 on center purlin spacing. BOT CHORD 2 X 4 DF No.18Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. OTHERS 2 X 4 OF Stud/W-G REACTIONS(lb/size) 2=350/12-0-0, 10=350/12-0-0, 15=110/12-0-0, 18=143112-0-0, 17=70/12-0-0, 14=110/12-0-0, 13=143/12-0-0, 12=70112-0-0 Max Hort2=19(load case 1), 10=190oad case 1) Max Grav 16=146(load case 3), 17=91(load case 2), 14=110(load case 1), 13=1460oad case 4), 12--91 (load case 2) FORCES (ib) - First Load Case Only TOPCHORD 1-2=65, 2-3=-83, 3-4=-42, 4-5=-44, 5-6=-42, 6-7=-42, 7-8=-44, 8-9=-42, 9-10=-09, 10-11 5 BOT CHORD 2-17=0, 16-17=0, 15.16=0, 14.15, 13-14=0, 12-13=0, 10-12=0 WEBS 5-15=-94,4-16=103, 3-17=98, 7-14=94.8-113=-103,9-12=98 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 All plates are M20 plates unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 on center. 5j Thls truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC794. 6 A plate rating reduction of 20% has been applied for the green lumber members. 7 This buss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard M CD 6.00 FiT R3739522 12-0-0 14-0-0 Scale = 1:38.5 6-0-0 2-0-0 1.5x4 11 3x4 — 1.5x4 1I 1.5X4 11 6 _ 4 , 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 12-0-0 s-0 0 6-0-0 LOADING(psi) SPACING 2-0-0 CSI DEFL (In) Q-) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.29 Vert(LL) Na. - Na M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.12 Vert(TL) 0.05 10-11 >512 BCLL 0.0 Rep Stress Incr YES WB 0.02 Hort L) 0.00 n/a BCDL 7.0 Code UBC/ANSI95 (Matrix) 1st LOLL Min Wail = 360 Weight 55 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.16Btr-G TOP CHORD Sheathed or a0-0 on center purlin spacing. BOT CHORD 2 X 4 DF No.18Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. OTHERS 2 X 4 OF Stud/W-G REACTIONS(lb/size) 2=350/12-0-0, 10=350/12-0-0, 15=110/12-0-0, 18=143112-0-0, 17=70/12-0-0, 14=110/12-0-0, 13=143/12-0-0, 12=70112-0-0 Max Hort2=19(load case 1), 10=190oad case 1) Max Grav 16=146(load case 3), 17=91(load case 2), 14=110(load case 1), 13=1460oad case 4), 12--91 (load case 2) FORCES (ib) - First Load Case Only TOPCHORD 1-2=65, 2-3=-83, 3-4=-42, 4-5=-44, 5-6=-42, 6-7=-42, 7-8=-44, 8-9=-42, 9-10=-09, 10-11 5 BOT CHORD 2-17=0, 16-17=0, 15.16=0, 14.15, 13-14=0, 12-13=0, 10-12=0 WEBS 5-15=-94,4-16=103, 3-17=98, 7-14=94.8-113=-103,9-12=98 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 All plates are M20 plates unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 on center. 5j Thls truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC794. 6 A plate rating reduction of 20% has been applied for the green lumber members. 7 This buss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard 3i��--' Truss- runs Type tom.... P R3739521 M780 E ROOF TRUSS 4 1 moss um -'; R QDIAG L7�96 1 - - — s e nusInc. p . :38 "200>T aP ge T- -2-0-0 640-0 12-0-0 f 14-0-0. 5 jale: 3/8"=1' 2-0-0 6-0-0 6-0-0 2-0-0 4x4 6.00 [-T'£ 6-0-0 6-0.0 3 6 1.5x4 ..... _.— 12-0-0 6-" 4 M 5 6 LOADING (pA. SPACING 2-0-0 CSI DEFL (in) (loc) Ildefl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TO 0.44 Vert(LL) -0.03 4488 >999 M20 220/185 TCDL 7.0 Lumber Increase 1.15 BC 0.24 Vert(R) -0.05 4-6 >999 BCLL 0.0 Rep Stn3ss Incr . YES WB 0.08. Harz(TL) 0.01 4 fila BCDL 7.0 Code UBCIANS195 let LC LL Min I/del = 360 Weight: 45 tb . LUMBER — - - - _ — - -- BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G REACTIONS (ib/size) 2=674/0-3-8,4=87410-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=32,2-3---559,3-4=559,4-5=32 BOT CHORD 2-6=496,4-6=496 WEBS 3-8=82 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 All plates are M20 plates unless otherwise indicated.. 3) This truss has been designed for a 10.0 psf bottom chord five bad nonconcurrent with any other live bads per Table No. 16.8, UBC -94. 4 A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard QRpf ESS/pNw� A * NO.C"19 EXP. 9-. ®.� T It!1l(N/NG - Veri./�' design pcu'unfeters and READ NOTES ON THIS AND REVERSE SIDE BEPORE +• � iy� Design valid for use only with MITek connectors. This design Is based only upon parameters shown. and Is for an Individual Nc j�iiayH •- building component In be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual lot web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OS7-88 Ouslity Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation avallabie from Truss Plate Institute, 583 D'Onolrlo Drive, Madison, WI 53719 MTek Industries, Inc. rr itI •j—n7An-Akl ^ill Q71uIQnn111 \131IIA1 wwon 0 —nnn7 T7,2000 71•dAQ a job--FEG ---._..- Ties-s-�------------ — -- 7 M780 ROOF TRUSS 1G; CAWO f---- l 3-7-4 6-0 0 B4-12 12-0-0 3-3-4 2-8-12 2-8-12 3-34 4x4 11 6.00 FIT 3 5x5 - 5x5 7-9-13 3-7-11 12-0-0 4-23 M 1+ O R3739523 Scale = 1:28.3 LOADING (psf) SPACING 2-0-0 CSI DEFL Inpoc� Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.09 Vert LL -0.055 6 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.58 VertRi -0,08 6.7>999 BCLL 0.0 Rep Stress Ina NO WB 0,50 Horz) 0.02 5 n/a BCDL 7.0 Code UBC/ANSI95 1st LC LL Min Udefl = 360 Weight: 114 lb LUMBER BRACING TOP CHORD 2 X 4 DF No. I&Btr-G TOP CHORD Sheathed or 6-0.0 on center purOn spacing. BOT CHORD 2 X 6 OF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud/Std-G REACTIONS (IWsize) 1=3 1 8210-3-8, 5=3182/0-3-8 FORCES (lb) - First Load Case 0* TOP CHORD 1-2=-4679, 23=4564, 3-4=-4564. 4-5=4679 BOT CHORD 1-7=4169,6-7=2889,5-6=4169 WEBS 2-7--161,3-7-2274.3-4D--2274,4-6=161 NOTES 1) 2 -pry truss to be connected together with 0.131'x3" Nails as follows: Top chords connected with 1 row(s) at G-9-0 on center. Bottom chords connected with 2 row(s) at 0-9-0 on center. Webs connected as follows: 2 X 4 - t rows) at 0-9-0 on center. 2) This buss has been checked for unbalanced loading conditions. 3 All plates are M20 plates unless otherwise Indicated. 4 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads per Table No. IS -B, UBC -94. 5) A plate rating reduction of 20% has been applied for the green lumber members. ur Ttns uuss rnt8 utmn uestynnu wi81 PU'IapT t I-twuO unm Ur. LOAD CASE(S) Standard 1) Regular: Lumber Increase=l.It. Plate Increase=1.15 Uniform Loads Vert I-=74.0,2-3=-74.0,3-4=74.6,4-5---74.0, I -7=-469.6,6-7=A69.6. 6-6=469.6 1, PVtOFE 0 0NG No. 19 9-. 9 74 iCR A WARNING - Vc ri[r design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE US -E � t -p Se Design valid for use only wflh MITek connectors. This design is based only upon parameters shown, and Is for an Individual '. building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of pp component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is Ins responsibility of the building designer. For general guidance regarding fabrication, Quality control, storage, delivery, ereellon, and bracing, consult OST -88 Ouallly Standard, DSB- 89 Gracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrto Drive, Madison, WI 63719 Wek Industries, Inc. cc/cl-.I-07no-nal -%ii o3iwenno villw wNon-c —nnn7 •71,dAQ OCT.26.199E 1:22PM MITEK INDUSTRIES STANDARD GABLE END DETAIL. LAND SPEED 78 WN. MEAN WALL HPIGHT 15 FT. NO. 408 P.1 NOTEr.to�e►IOaoMArBa��OTG"�F�`�" """""""' TRUSSES AT 8 DIAfONAL OR L-BRACINGNbTA�I C,.a =`D'�4NovNG�.REOU + vERTx�lB O ��' O.0. AAL VvTt NO Vp�11CA1 aEpUY>IEO uN - REFER TO TABLE BELOu�MP o� c�aELE END i.DlusTe6aFuitv�>PACM TMEo /2' PLYWOOD SHEATHING 4X4 ON ONE FI�CE Oa CotmNUOUS yu rt OA BTR SCAB MATTACHED TO ONE FACE OF T+E TOP CHORD IF GABLE2X3TI �t4TCK O O.C. ANDA $ rr GOES HOT FALL UNDEROMM* D TLOOKERS NALS ACED Cr $CAB,MA1ITM ,%tODCOµMONHARE �_ n NAILS SPACED AT iT O.C.IAAL T1fE MAA, ovnoolo;a LENG 1 3 MJIX. 16- 1Z C� �RyZ�1 (ori Ttw6t .2 vtLRioS TO conrcx rRuss ?i X10 Aad 94 LATERAL A A AiUk*V BRACING S 2 I . _ -- if) ENE) WALL I o.H. FURRING STRIP OR LATH CONT. BEARINO.C &pk. AwLiCAcic— jOK- 3X6 SPL. OPT. 041Z Ez�sl Gt•(10IS`� SPAN TO MATCH COMMON TRUSS. TYPICAL 2X4' L -BRACE NAILED TO 2X4 VERTICALS W/8d HAILS. 8' O -C, VERTICAL STUD l - SECTION A -A. ACING OF VeRTICALS 12 INCH O.C. 16 INCH O.C. 24 INCH O.G LATERAL BRACING NAILING SCHEDULE. VERT. HEIGHT. UP TO 7--0- 7'-8' - 8'-B' OVER 8'-6' MAXIMUM VERTICAL STUDS HEIGHT. WITHOUT BRACE WITH LATERAL BRACE #1 NAIL AT 9 END 2 - 18d 3 - I6d 4 - 16d LITH L-SRACE 14-3-12 5-7-2 9-3-8 5-1-e 12-4-12 4-5.4 19-1-7 6-6-3 --- NOTE: I,VERT. HAD BEEW CHE(;c6D FOR 88 HPH LUNO LOAD, r15AN WALL HEIGHT Cr- IS FT; XND V248 DEFL. CRIT. 2.COhKCTION BETWEEN BOTTOM CHORO OF CABLE END TRUSS AND WALL TO BE PROvIOEO BY PROJECT ENGINEER OR ARCHITECT. 3 FORPABRACING Y IN6TA HIS I)R WINO TO CONTRACTOR 4.11RACING SHOWN ISFOR IDUAL TRUSS ONLY, CONSULT BLDG. ARCHIT CT ENGINEER FOR TEFfORART ANO PERMAN 7 ACING OF ROOF SYS 11INIMUM GRADE OF l LUMBER 'LOADING IPSE) , STR. INGR. I 17 A e�o�\JtJ RY , JB T.C. 2x4 90.1 91 OF -L PI -95 Crit, ITOP 2A 11 CHECr • -- UBC-94 BOTTOM a 19 CHECKED BTI JAI gC, 2X4 Ho.l 91 OF -L REP. STRESS, TES Webs 2X4 STUDI.ST03Jl=-� SPACINCI 21 It,cn O,C, S-5, I V a To �•� vi -r t_e-eat 9�zov I e� D dace �•tn-c¢us•s tg64 �Z_s s+- 7 DF.cc1 'moo �✓Tt�GGc� e2 �ti�2 �1Lf:/!tL t2�'�1S-r, ►aG �bTtfilUGt� Li�'�Y �'�c �ata--1 ►2�s�s-r i� �F is b-TTa�•!C-.p g� z) &,J7-'�ss is c ,•r_cTc� 1 U 6cL-G� Dl,;�G V-' ,T'L� (iBr 4'P. Go,,, yds �n e,.1 ,', ar•rL'iLt �o Lo I.rr. 3 r�,C, • w A mac.. r�Z � "a OCT 6 1 NO. CL'- ')Q 19 EXD 9-3L :s0 ��F 0 v O �m = Q Q O LULLJ W �NZ X�LUbz LU cs Lu N Z OOT CSI-ZI- d Z Y U O Z LU v0L- W S W Z S = W =0 = S maw o z �I- O v p / Zos o ohm UJ XWa N Z 'V F- Z; OZ mOU N � wozp � N � U � U- @ Z LLLI 0 Z :ES � Fes- n �S ZLU W vz OTNp m�W XTQ N N W MIN @z S � N O-J� CS S ~ xx NO ~ S � w --ZU Z uW m �W� LL tO N O-J� Q S � �~ --ZU Z uW m �W� LL � �5: . wS W ~ U < Q LU m zFW—� O�W o<Q > one -�o zn4< z0 ti p7 W o F- XQ N �r MiTeke January 15, 1998 MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 J RANCHO CORDOVA CA 95670 USA FAX 1916) 631 8225 TELEPHONE (9161631 7811 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. if this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails at 12"o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me. at 800-772-5351. Sincer , eapffOl4a. Redo EX �• Chief i er Western It. ' •�P gTOF ct��FOa Symbols Indicates location of required continuous lateral bracing. PLATE LOCATION AND ORIENTATION t1/. *Center plate on joint unless dimensions indicate otherwise. which bearings (supports) occur. Dimensions are in inches_ Apply plates to both sides of. truss and securely, seat: =;;:..: 17-1 0 *For 4 x 2 orientation, locate O = U plotes r/s" from outside edge of O truss and vertical web. _ *This symbol indicates the _ required direction of slots in connector plates. 0 • For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots.. LATERAL BRACING FOO M010.010 '- Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt 18 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93.85-75.91.28 HUD/FHA TCB 17.08 ICBO 1591. 1329.4922 SBCCI 87206. 86217, 9190 WISC/DILHR 870040-N. 930013-N. 910080-N MI TM Mrrek Industries, Inc. O , zwra-L �'OO HYDRC7-A/R O GANG -NAIL Q' ,►General Safety Notes Failure to Follow Could Cause Property - Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. U 4. Unless otherwise noted, locate chord splices O at 1/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL T~ CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 it. spacing, or Tess, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses nre the-r$,ponsibility of others unless shove: - 13. Do not overlogd ro.o(or floor trussos;wi.� stacks of con uc�tjon mat0•rtgls. 1). stocks 14. Do not cut o ojfer:truss mejntier or -plate; without prior4ogr6yal of o,professi ci engineer. 15. Care should f 1'exor6ised in handlirf%':;, erection and i talldtipn of:trusses: ;.� i © 1993 Mitek Holditiyys;:ll�c..:e, Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FOO M010.010 '- Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt 18 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93.85-75.91.28 HUD/FHA TCB 17.08 ICBO 1591. 1329.4922 SBCCI 87206. 86217, 9190 WISC/DILHR 870040-N. 930013-N. 910080-N MI TM Mrrek Industries, Inc. O , zwra-L �'OO HYDRC7-A/R O GANG -NAIL Q' ,►General Safety Notes Failure to Follow Could Cause Property - Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. U 4. Unless otherwise noted, locate chord splices O at 1/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL T~ CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 it. spacing, or Tess, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses nre the-r$,ponsibility of others unless shove: - 13. Do not overlogd ro.o(or floor trussos;wi.� stacks of con uc�tjon mat0•rtgls. 1). stocks 14. Do not cut o ojfer:truss mejntier or -plate; without prior4ogr6yal of o,professi ci engineer. 15. Care should f 1'exor6ised in handlirf%':;, erection and i talldtipn of:trusses: ;.� i © 1993 Mitek Holditiyys;:ll�c..:e, v APPROVED CONDI'RONAIln' V�APP,ROVEDA`` ��: "::❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE �'q:;,:..ytii•i�'i'.: Vit. •:w qua= Permit #: Genera/Information Owners Name: T6c Ck G U o G Owners Address: J auilding Site Address:. / F Date: _ s ... .. ... r ,;. 23 LI Parcel Acreage: GGr.'C0 9 -2 -J Prooertylnformation �. w...�.._. Permit Type ❑ Agrltulture Bwlding ❑Commercial _ ❑ Industrial ......, . ❑ Mobile Home "OSFD tesidentlal Accessory ❑ 2nd Dwelling ❑ Murd-Fatuity >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: — Street & Highways Date of Zoning Ordinance: �— Z, 3 _F (� General Plan: L -. Development Agreement: Use Permit: Variance: . Parcel Is In: Land Conseriation Agreement ONo ❑ Yes, check use Minimum Acreage: - Rear Nitrate Action Plan QNo ❑ Yes ,� d Heicht Violation Area� No ❑ Yes Specific Plan t �f No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone ffNo ❑ Yes, check use No Yes ❑ Floodplain 'Zone No yes Zone: _x_ Panel Number: D'6 0/2e- 0 OG Watershed Protection Proposed Use Complies With• ETGeneral Plan .8 Zoning Proposed Use Recuires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commerdal/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Oraira5e Improvements Required: ❑ No ❑ Yes .• Aoolicable Setbacks: ` s ❑ Other Other Zcrinq Code Street & Highways Fre Prevention Subdivision Ma Front Side Q Side. street Rear ,� d Heicht Environmental Health bales, Septic Permit Review: Age Affidavit ReQt9red ❑ No ❑ Yes Wed Permit Review: Designated Well Site 014o 0 Yes Land Development Review: _ Drainage Plan (C&WInd/MultQ ❑ No ❑ Yes 'arcelCreated by .. , . . ❑ D Date of Creation: _ Legal Access Provided:_ ❑Yes Deed Reference: LegalRequired:.. ❑ No ❑ yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road; Name: Complies with County Standards Bar Deed Oeatlon: ❑ NO ❑ Yes Commentx Map Date of Recording: L\ — L3 V2— Lot: 2Lot: -- �� .2 slack: Book:Pte. 0 �3l�s S„� Er'hgSeey ,� �,-2 PhaA�z BK iso n i ' ns That M et be Met Prior to ISSLunro of DonrnM ,T�r�'� C( — 13 -?Z LalrZl Ff )-7?1 1 ❑ Verify Legal Parcel C3 Verify Creation Deed Verify Legal Access ❑ Comply with condition no, of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). a ❑ Construction acoss property lines is not permitted (See Land Development for a Merger Appkadon/Lot Line Adjustment). ❑ comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Consbuct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION Recorded I REC FEE 19.01 7 COUNTY CENTER DRIVE Official Records I CONFORM .00 OROVILLE, CA 95%5 County Of I CANDACEUTTE J. GRUBBS I . Recorder I ROSEMARY DICKSON I Assistant I Fay 01:57PM 08 -Nov -2000 I Page 1 of 5 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. Jr All that real property situate in the County of Butte, State of California, described as follows: -description See attached legal Date 11/7/00 PROPERTY OWNERS: ooaman Betty L. Goodman State of California County of Butte On 11/7/00 beforeme, Lucy A. Pershall, notary public personally appeared Jack L. Goodman and Betty L. Goodman personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshe/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 o cial seal SignatlrSeal: �- "" L COMM. #UCY A. ERS ALL I L U A P ER S HA LL 0. �1 NOTARY Puauc caUFORNIA . .: BE COUNTY A.P. # 011-680-034 WOOMM. EXPIRESApr3,2004UTT f ORDER NO. BU -183123 LP DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL.I: LOT 29, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY.14, 2000, IN BOOK 150 OF MAPS, AT PAGE(S) 7, 8,1 AND 9. THIS DEED. IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED DECEMBER 21, 1992, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 92-58192 AND ANNEXED AUGUST 14, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-31479, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. AP#: 011-680-034-000 PARCEL II: A 6 FOOT FENCE EASEMENT OVER LOTS 10 AND 11, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE I", WHICH MAP WAS RECORDED IN THE OFFICE OF. THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 13, 1992, IN BOOK 126 OF MAPS, AT PAGE(S) 60, 61, 62, 63, 64 AND -65. - PARCEL III• THOSE CERTAIN STORM DRAIN EASEMENTS OVER LOTS 12, 13, 14 AND 15, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE I", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 13, 1992, IN BOOK 126 OF MAPS, AT PAGE(S) 60, 61, 62, 63, 64 AND 65. PARCEL IV• A MAIL BOX AREA EASEMENT OVER LOT 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED,"ROCKY BLUFFS SUBDIVISION, PHASE I", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 13, 1992, IN BOOK 126 OF MAPS, AT PAGE (S) 60,, 61, 62, 63, 64 AND 65. CONTINUED llj ORDER NO. BU -183123 LP DESCRIPTION - CONTINUED PARCEL V• NON-EXCLUSIVE EASEMENTS FOR INGRESS, EGRESS, SUPPORT, STORM DRAINAGE, WATER SYSTEM AND SEWERAGE SYSTEM OVER COMMON AREA LOTS A AND A-1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE I", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 131, 1992, IN BOOK 126 OF MAPS, AT PAGE(S) 60, 61, 62, 63, .64 AND 65. PARCEL VI• A NON-EXCLUSIVE EASEMENT FOR THE INSTALLATION, REPAIR, MAINTENANCE, MONITORING AND REPLACEMENT OF SANITARY SEWER FACILITIES AND APPURTENANCES IN, OVER, ACROSS, THROUGH AND ON, INCLUDING THE RIGHT OF ACCESS TO FACILITATE ALL OF THE ABOVE, OVER THE FOLLOWING DESCRIBED REAL PROPERTY: COMMENCING AT THE NORTHEAST CORNER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 2 EAST, M.D.B. & M., AS SHOWN ON THAT CERTAIN MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 14, 1976, IN BOOK 56 OF MAPS, AT PAGES) 64; THENCE SOUTH 00. DEG. 40' 55" EAST, 701.41 FEET ALONG THE EASTERLY LINE OF SAID SECTION 3 TO THE NORTHERLY LINE OF THAT CERTAIN REAL PROPERTY DESCRIBED IN BOOK 1502, PAGE 189, OFFICIAL RECORDS, AS SHOWN ON SAID MAP; THENCE LEAVING SAID SECTION LINE, NORTH 57 DEG. 14' 00" WEST, 439.19 FEET ALONG SAID NORTHERLY LINE; THENCE CONTINUING ALONG SAID NORTHERLY LINE SOUTH 62 DEG. 36' 00" WEST, 670.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED PROPERTY; THENCE LEAVING SAID POINT OF BEGINNING AND SAID NORTHERLY LINE SOUTH 64 DEG. 37' 21" WEST, 20.14 FEET; THENCE NORTH 25 DEG. 00' 00" WEST, 1.45 FEET; THENCE SOUTH 68 DEG. 45' 11" WEST, 405.72 FEET; THENCE NORTH 25 DEG. 00' 00" WEST, 332.49 FEET; THENCE NORTH 01 DEG. 18' 00" WEST, 228.89 FEET; THENCE SOUTH 54 DEG. 43' 18" EAST, 50.00 FEET; THENCE SOUTH 74 DEG. 02' 40" EAST, 280.00 FEET; THENCE SOUTH 40 DEG. 45' 00" EAST, 356.39 FEET TO THE POINT OF BEGINNING. PARCEL VII - A NON-EXCLUSIVE EASEMENT 30 FEET IN WIDTH FOR INGRESS AND EGRESS OVER THE FOLLOWING DESCRIBED REAL PROPERTY: . COMMENCING AT THE NORTHEAST CORNER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 2 EAST, M.D.B. & M., AS SHOWN ON THAT CERTAIN MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 14, 1976, IN BOOK 56 OF MAPS, AT PAGE(S) CONTINUED ORDER NO. BU -183123 LP DESCRIPTION - CONTINUED PARCEL VII - CONTINUED 64; THENCE SOUTH 00 DEG. 40' 55" EAST, 701.41 FEET ALONG THE EASTERLY LINE OF SAID SECTION 3 TO THE NORTHERLY LINE OF THAT CERTAIN REAL PROPERTY DESCRIBED IN BOOK 1502, PAGE 189, OFFICIAL RECORDS, AS SHOWN ON SAID MAP; THENCE LEAVING SAID SECTION LINE, NORTH 57 DEG. 14' 00" WEST, 439.19 FEET ALONG SAID NORTHERLY LINE; THENCE CONTINUING ALONG SAID NORTHERLY LINE SOUTH 62 DEG. 36' 00" WEST, 670.00 FEET; THENCE LEAVING SAID NORTHERLY LINE NORTH 40 DEG. 45' 00" WEST, 356.39 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED PROPERTY;, THENCE LEAVING SAID POINT OF BEGINNING AND CONTINUING NORTH 40 DEG. 45' 00" WEST, 54.65 FEET; THENCE NORTH 74 DEG. 02' 40" WEST, 247.07 FEET; THENCE NORTH 54 DEG. 43' 18" WEST, 45.92 FEET; THENCE SOUTH 88 DEG. 42' 00" WEST, 454.99 FEET; THENCE SOUTH 08 DEG. 40' 00" WEST, 30.46 FEET; THENCE NORTH 88 DEG. 42' 00" EAST, 460.27 FEET; THENCE SOUTH 54 DEG. 43' 18" EAST, 50.00 FEET; THENCE SOUTH 74 DEG. 02' 40" EAST, 280.00 FEET TO THE POINT OF BEGINNING. PARCEL VIII• THE RIGHT OF ACCESS TO FACILITATE THE INSTALLATION, USE, REPAIR, MAINTENANCE AND REPLACEMENT OF SANITARY PIPELINES OVER THE FOLLOWING DESCRIBED PROPERTY: A STRIP OF REAL PROPERTY FIFTEEN (15) FEET IN WIDTH, LYING TEN (10) FEET ON THE NORTHEASTERLY SIDE AND FIVE (5) FEET ON THE SOUTHWESTERLY SIDE OF THE. FOLLOWING DESCRIBED LINE: COMMENCING AT THE NORTHEAST CORNER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 2 EAST, M.D.B. & M., AS SHOWN ON THAT CERTAIN MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 14, 1976, IN BOOK 56 OF MAPS, AT PAGE(S) 64; THENCE SOUTH 00 DEG. 40' 55" EAST, 829.98 FEET ALONG THE EASTERLY LINE OF SAID SECTION 3 TO .THE SOUTHERLY LINE OF THAT CERTAIN REAL PROPERTY DESCRIBED IN BOOK 1502, PAGE 189, OFFICIAL RECORDS, AS SHOWN ON SAID MAP; THENCE LEAVING SAID SECTION LINE, SOUTH 62 DEG. 35' 16" WEST, 622.00 FEET ALONG SAID SOUTHERLY LINE TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED LINE; THENCE LEAVING SAID LINE, -NORTH 66 DEG. 44' 39" WEST, 52.39 FEET; THENCE NORTH 45 DEG. 34' 36" WEST, 48.87 FEET; THENCE NORTH 48 DEG. 40' 56" WEST, 58.92 FEET; THENCE NORTH 48 DEG. 13' 31" WEST, 31.10 FEET; THENCE NORTH 50 DEG. 34' 20" WEST, 21.62 FEET; THENCE NORTH 46 DEG. 45' 22" WEST, 31.41 FEET; THENCE NORTH 51 DEG. 39' 25" WEST, 67.04 FEET; THENCE NORTH 51 DEG. 10'. 20" WEST, 120.63 FEET; THENCE NORTH 49 DEG. 42' 38" WEST, 112.83 FEET TO THE SOUTHERLY BOUNDARY LINE OF THAT CERTAIN REAL PROPERTY DEEDED TO THE COUNTY OF BUTTE MARCH 26, 1975, IN BOOK 1976, PAGE 114, OFFICIAL RECORDS, AND THE TERMINATION OF THE HEREIN DESCRIBED LINE. CONTINUED ORDER NO. BU -183123 LP DESCRIPTION - CONTINUED PARCEL VIII - CONTINUED THE SIDELINES OF THE HEREIN DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO INTERSECT THE SOUTHERLY LINE OF SAID PROPERTY DESCRIBED IN BOOK 1502, PAGE 189, OFFICIAL RECORDS AND THE SAID SOUTHERLY LINE OF THE PROPERTY DESCRIBED IN BOOK 1976, PAGE 114, OFFICIAL RECORDS.