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Home My WebLink About040-470-0074RSON 7 ~• .. � {•� � DENNIS & JUANITA ANDERSON = 040-470-007 _ =13 Pistacio Dr, -lot 79 Chico Deed -Restriction for BP#03*1916 � a Conr_r : -_.Mike Stevens J�/�% for-Pool..House, PErmit#3754-87B,P,E,M(new single amily; i h 40-47-07 �- 92-1114 BPE ANDERSON , Dennis ;P Pistachio -Dr, Chico cont: Holiday Pools., L ` "swimming pool /VG.�'�� t 040-470-007 03-1916 ANDERSON, DENNIS 12 PASTACHIO DR;"CHICO INALED CONT: BROCK, RAY POOL HOUSE B08-2090 040-470-007 MISCELLANEOUS Re -Roof REROOF 42 SQ'S COMP - 13 PISTACHIO DR ANDERSON DENNIS M &, i o � (� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES I BUILDING PERMIT r24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 13 PISTACHIO DR Owner: Permit NO: B08-2090 APN: 040-470-007 ANDERSON DENNIS M &, Issued Date: 10/14/2008 By TMP Permit type: MISCELLANEOUS 13 PISTACHIO DR Subtype: Re -Roof CHICO, CA 95926 Expiration Date: 10/14/2009 Description: REROOF 42 SQ'S COMP (530) 893-0496 Occupancy: Zoning: SR1 0 Contractor Applicant: Square Footage: G & R ROOFING G & R ROOFING Building Garage Remdl/Addn 2587 NORD AVENUE 2587 NORD AVENUE CHICO, CA 95973 CHICO, CA 95973 (530)894-6537 (530)894-6537 Other Porch/Patio Total FEE INFORMATION DBMSC Re -Roofing $261.50 Total Charged: $261.50 Fees Paid: $261.50 Balance Due: $0.00 Receipt No: B8834 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License G & R ROOFING 877008 / C39 / 04/30/2010 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HERE AFFI UNDER PEN 0 PERJURY that I am licensed under provisions of Chapter 9 (comm ncing wi Section 70 ) f 'vis' n 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in ful force If of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars I 10/14/2008 penalty [$500]; Please check one of the following: Cont t f'S WWN Date ❑ 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 (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does ORKERS COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND the work himself or herself or through his or her own employees, provided that such improvements ❑I WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are notintended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). aHAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: action 3700 of the Labor Cade, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and number The Contractor's License Law dows not apply to an owner of the property who builds or improves policy are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number.713-0004266 Exp. Date:10/0112008 Contractor's License Law.). (This section need not a completed if the permit is or one hundred ollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not emp any person in any manner so as to become subject to the Workers' pensation Laws o al o and agree that if I should become subject to the workers' X 10/14/2008 ensation pr visi ns ion 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date o isions. X 10/14/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building / r Date W Fitt FAILU E T ECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AlSin A SHALL SUB CTA EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, in.uding de and operty damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ce of lh' p t. ereby acknowledge that issuance of this permit does not authorize the upan of a y s ewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEYS FEES. enter (he a ov entionedroperty for inspection purposes. I hereby certify that I am the wner r au orizedto to t party owner behalf CONSTRUCTION LENDING AGENCY 10/14/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for f P [ r t Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR. E]Agent for Owner�j Agent for Contractor FILE COPY ��-' Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" CONTRACTOR OWNER INFORMATION FM Last Name(� Occ. F `S Mailing Address ` �� o City 1Wn State Zip Phone "q --6 �-1 "t E-mail E-mail Lic. # (� �I� I CONTRACTOR ARCHITECT/ENGINEER Name Occ. Address 17) CdY i State State Zip R.�� Phone44 L -.l Fax ' -J E-mail State License Number Lic. # (� �I� I Class _ PROJECT LOCATION Property Address iS a 1 City PERMIT NO. BIN # WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. 3 LENDING AGENCY Name Address 3 DESCRIPTION OR SCOPE OF WO K: -0 0 0 0 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ARCHITECT/ENGINEER Name Occ. Address City State Trp (a State Zip Phone Fax E-mail State License Number PROJECT LOCATION Property Address iS a 1 City PERMIT NO. BIN # WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. 3 LENDING AGENCY Name Address 3 DESCRIPTION OR SCOPE OF WO K: -0 0 0 0 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT INFORMATION Name Occ. Address l Ci State Trp (a Phone _ Fax Email PROJECT LOCATION Property Address iS a 1 City PERMIT NO. BIN # WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. 3 LENDING AGENCY Name Address 3 DESCRIPTION OR SCOPE OF WO K: -0 0 0 0 Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood ZoSRA Yes No Occ. TT'ype Const ,S-0 NOTES RESIDENTIAL PERMIT NO. d vi -1. 6 -1916 111 ' -. 040 470 007 .�DENNIS. .. �"A ' F p DEgSON,.. CHfC- 01AGI& ppSTAOHIO DRQ` 1IN T: BPP CKY�� CONT -OUSE pOOL sit yyry�� SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ.-,'' FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY? + USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) V Signature .[;• �•r .• I � � zl , .1''t r t< tl SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ.-,'' FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY? + USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) V Signature .[;• �•r . t< SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ.-,'' FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY? + USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) V Signature .[;• V=OK 0 = Not OK =Not Applicable MOBILE HOMES = Not'Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Require mentsSetbacks-Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances S. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning 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- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 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 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date derfloor (Plans) OK except #'s oning-Setbacks- Ease merits- Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ /" Fig. Depth Flg. arage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 1 C Jtg., Parches &Decks; Soils•Steel-/ /" Fig. Depth 5. Ste IIs, Main; Steel-Blockouts-Wrapped Firepece Ties or Type A Flue -Fireplace Throat Clearance em alts, Garage; Steel-Blockouts-Wrapped i H d Downs and Special Anchors Slab, Steel -Wrapped 8. Pi -Fireplace Fig. -Steel 9 Ff i •�� D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. y Ifter Pipe; Test -Anchors -Regulator -Service est 1,1 .GJ,7 lL41ectric 13. Underground Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-VentsoCrippies 15. Access & Ventilation 16. Insulation Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Date Card B-1 Date 141 71 3 Card B-1 Date Card B-1 Date Card B-1 Date PLU ING (Permit) OK except #'s 17. W r Hir.; Vent -Access -Combustion Air Baffle r Pipe; Test & Anchor -Nail Protection idinqA ailing Veneer St co Mesh -Drip Screed -Fd. Vents-Underflr. Access Area -Glass Protection -Skylights -Plastic D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors ce Interior/E r Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL RI,GAL (Permit) OK except #'s 23-4-ixtgWi Transformer Clearance -Ins. Protection 2 e eceptacles Spacing -Lights & Switches at Doors 2 iz ox s"& No. of Conductors Stapled Date _ installed Close to Edge of Studs & C.J. Card B-1 Date Card B-1 quip. Ground made up w/Mech Fasteners -Bond &. Water 28. -Gas 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga C or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes O No 31.. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overfl ize & Grade 38. Furnace -Vent Acce omb. Air -Return Air Vent 115 outlet 39. Attic Acces latform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1, Date Card B-1 Date A " G (Permit) OK except #'s s oper Materials & Anchors II tuds-Nailing Spacing & Braces -Plates -Sound B ri Walls over Girders & Floor Nailing r Stop in Walls (rat proof) 44'-/e Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders P. Beams -Size & Bearing dingle & Duplex) Date FEifrMING (Continued) Han -Post Caps -Anchors -Connectors 4 ing. Joi Rfir. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Firepece Ties or Type A Flue -Fireplace Throat Clearance is Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs Width -Headroom -Rise -Run -Landing -Fire Protection ood on Roof Overhang -Attic Vents -Rafter Outriggers 6 WoGlqzing idinqA ailing Veneer St co Mesh -Drip Screed -Fd. Vents-Underflr. Access Area -Glass Protection -Skylights -Plastic 59. ear Walls; Nailing -Bo ce Interior/E r Wall Panels - Insulation -Walls -Ceilings 62. Infiltration -Wall Windows Date �- )� Card B-1 Date Card B•1 Date _ Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Win Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection -a 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes iy 82. Following Instld./Drive 0 Yes ❑ NoMalks 0 Yes :I No/Planters ] Yes ❑ No,r 'r 83. Stucco Brown -Finish , t �t 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings' 86. Water Well, Disconnect, Electrical, Plumbing 1 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground ('�f 88. Ventilation Throughout House 89. Glass Protection �t 9 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric h 92. Water & Sewer Connected -C/O to Grade -HD Approval M'ti 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 \; Comments at Final: �k,_ AV TO: FROM: INTER -DEPARTMENTAL MEMORANDUM 0)/;) VIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON -BUILD INAL FOR: OWNER NAME: SEPTIC: WELL: AP#: -jJ7ADDRESS/LOCATION: Z3 Comments: GL/memos/releasehold LOERKE INSULATION CO., INC. INSULATION CERTIFICATE TZaL' • 1, lily", • :. ROOF Material Brand Name Thickness (Inches) Thermal Resls#ance slue) CEILING Batt or Blm*et Type_Ei ss Brats Brand Name Johns Manville ThtcCness (inches) o . 25 440 Thermal Resistance (R»Value) '"il30 Loose Fill Type. Fiberlass Brand Name Johns Manville Contraclods min. Installed weigmtlti sq. • y-45 tb. Minimum Thmmess hZ•7S Inches. Manufacturer's Installed weight per square foot to achieve Thermal Redstanoe (R VMue) ';;->30 3. EXTERIOR WALL Mai3er�tEbffgbu Bans Thickness (inchesl�.. 3. 5 L RAISED FLOOR Malarial 9W T hICIM s (ina L SLAB FLOOR • Material Perimeter Inch L FOUNDA dtion Depth (i WALL Brand Name _ JMns Manville, Thermal Resistance (R Value) �3 Brand Name ` Joh Manville Thermal Resisthas (R -Value) Brand Name Thermal Brand is (inches)--, Themstance (R«Value) )ECLARATION refftl withdornit�uthe Ce cath noa z4,Part 6, Canfomia rce a of R992=as In on pig , where bie. C.L#499150 cJ�"�J 2. S o4 LOERKE INSULATION CO., INC. Min W.M rre, Vale (Co. are 810flaturC, Date n� fi... ;''� .• . i Cie riaa cto�ro.a reOreme r r R.: ► COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 .PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT Y r ASSESSORPARCEL NUMBER " t)40-470-007 ZONING SR -1 BUILDING PERMIT OWNER i a tura TELEPHONE 8((77]].37 ,SQ. FT. OCC. BUILDING VALUATION .OWNER'S MAILING ADDRESS 13 Bisat:acY►' q R 768 R 41 472.00 105 CZ 1,365.00 CONTNAME ME - Uay brook 518-1320 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 42.83x.00 ARCHITECT OR ENGINEER LICENSE NO. - Filing Fee $ 211.00 Permit Fee $369.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checkin Fee BUILDING ADDRESS, AEnergy 1.� �Lf LaCtllO I}rive CXCoC Plan Checking Fee $ 2.3.00 PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPEX:IFv Each Trap 7.00 9A. Solar or heat pump water heater 23.00 Water piping 15.00 1 r% r� Each as water heater or vent 15.00 R TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other ❑ Describe Work: POOL House Gas piping system 1 - 5 outlets 15.00 1 S Building sewer 15.00 S Mobile Home I S I G 1w 920.00 PERMIT FEE $108.0() ELECTRICAL PERMIT Fling Feel 20 00 600VOR LESS Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.FOWER 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. ❑ 1ram exempt under Sec. Business and Professions Code for this Main Service 200A TO I000A 46.00 NEW CONST. DWEWNG OCCUP. OR ADONS. ( a Acc. stns. SO 3.5¢,T: (� NON-REBIDNEW MULTI -OUTLET 97,50 APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES fill, It Ex. Occup. PUT RESIp,OEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ RR WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Wall Unitq C Cooling Hood 6.50 Ventilation�, r,(-. — - — d PERMIT FEE CA. 50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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' el 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 orthwith omply with those provisions. , r1�� /) XA0A5ni___ Date ts' "'O* V •'a3 Signature of Applican -Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $46.00 occ CONST. TYPE TOTAL FEE $907.23 � HA7�I yCDF ID. FEES/IMP CDF ARC PARCEL �L p° D:SUE V tr This permit is hereby issued under of the Butte County Code and/or indicated ab ve for w ich fees have By s PERMIT EXPIRES ON r the applicable provisioTs Resolutions to do work been paid. / �/ e,�L •� Date j 3 (Da te Receipt No. 10 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECT=OR GOLDENROD -APPLICANT Building Permit No: 03-1916 DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 19th day of August, 2003, Dennis -M. Anderson and Juanita Anderson, hereinafter referred to as owner(s), are the record owners of the following real property: 13 Pistachio Drive, Chico, CA 95928 and AP#040-470-007, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 03-1916 was applied for on June 24, 2003 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 03-1916 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and 2(e103-1zGDts7325 Recorded 1 REC FEE 22.0 When recorded return to: Official Records 1 CONS ORM 1. -go County of Butte Count Of hurl;= �GRUBBS l PENALTY 1 18.00 Department of CANDACE J. 1 Recorder i Development Services ROSEMARY DICKSON 1 BuildingDivision -' Assistant 09:09PM 25 -Aug -2003 1 Karen t Page 1 of 6 7 County Center Drive Oroville, CA 95965-3397 Space above for Recorder's Use Owner Name: Dennis M. Anderson and Juanita Anderson (� Building Permit No: 03-1916 DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 19th day of August, 2003, Dennis -M. Anderson and Juanita Anderson, hereinafter referred to as owner(s), are the record owners of the following real property: 13 Pistachio Drive, Chico, CA 95928 and AP#040-470-007, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 03-1916 was applied for on June 24, 2003 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 03-1916 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 03-1916 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 03-1916 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping and cooking If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 03-1916. DATE: Print or Type Name of Above Owner Signature: �uanti-a /47-Nde600 Print or Type Name of Above ( &' NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. -COUNTY OF BUTTE On .X003 before me,ze-Imel-5 �r /�/N,c�I' , Notary Public, personally appeared 10- AI&1_5 /i'/ A.An AXI.9AI 014JCI J'44M/4c, 1�26vC%r , personally known to me (or proved to m&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 W_%4e/they executed the same in his/her/their authorized capacity(ies), and that by h4s/hw/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Z S my hand and official seal. 1 nature STATE OF CALIFORNIA COUNTY OF BUTTE On before me Public, personally appeared / (or proved to me on the basis of :tiy t name(s) is/are subscribed to the he/she/they executed the same in hi his/her/their signature(s) on the in rwhich the person(s) acted, exec ted WITNESS my hand and offigr6i seal. Signature :LAMES ;LAMAR KIINSEP POW #1377185 NOTARY PUBLIC CAUFORNIA 1 BUTTE_COUNTY (Seal) SS. , Notary personally known to me fa oevidence) to be the person(s) whose i instrument and acknowledged to me that /her/their authorized capacity(ies), and that by ument the person(s), or the entity upon behalf of the instrument. (Seal) This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development .Services and that Butte County consents to its recordation thereof. ,�ated: 6 1C9010r, Yvonrff Chr Depa ment STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On 46 0 m+ X6)0 before me, er, uirector lopment Services N1 , Notary Public, p6r onally appeared vD K� (env; s personally known to me ( ) to be the person(e whose names)-is/aye-subscribed to the within instrument and acknowledged to me that #e/she/tom executed the same in-his/her/Vieif-authorized capacity( -ice, and that by histher/theirsignature(* on the instrument the person(s), or the entity upon behalf of which the person* acted, executed the instrument. WITNESS my hand and official seal. M.or1ESX NORN COMMUM # 1418610 1'1o1Of Y A�/c = Cdlbmb � Couell►. MYC,Onrn. Eat �y 4. X007 Signature (Seal) Order No. Escrow No Loan No. ,. I 88762 BG WHEN RECORDED MAIL TO: Mr. & Mrs. Dennis M. Anderson 9033 Aguas Frias Rd. Chico, CA 95926 MAIL TAX STATEMENTS TO: SAME AS ABOVE AP 040-47-0-007-0 es -206 4 rjeCO DEDIN OFFICIAL REC RUB or flU.1'Tfl40UNTY,�'ALi .O.ttNtA A�'TN� ti1rQU�Si QF WID VALLEY TILE CO. BACKER V#NOR i�=REC4ft�F� FSE 86-20624. i SPACE ABOVE THS LINE FOR RECORDER'S USE Paces i DOCUMENT�AR FER TAX$.....28.:.05 .............................. .XX Computed o e o sideration or value of property conveyed; OR Comp kied n nsideration or value less liens or encumbrances re ain.i' a of sales Signature o clarant or Agent determihing tax —Firm MID VALLEY TITLE & ESCROW COMPANY CORPORATION GRANT EED r, A146T. FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, BALDWIN CONTRACTING COMPANY, INC. a corporation organized under the laws of the State of California , does hereby GRANT to DENNIS M. ANDERSON AND JUANITA ANDERSON, husband and wife the real property in the xt unincorporated area of the County of Butte , State of California, described as Lot 7, as shown on that certain A4ap entitled, SOUTHGATE ACRES SUB- DIVISION", which A1ap was filed in the Office of the Recorder of the County of Butte, State of California, on September 27, 1979, in Book 72 of Aiaps, at Pages 15 and 16. TOGETHER AVITH the right of ingress and egress over Pistacho Drive, formerly Dunn Drive. Subject to Covenants, Conditions and Restrictions recorded November 1, 1979, in Book 2458,Page 379, Official Records. Amendments thereof, recorded March 3, 1981,.in Book 2599, Page 489, Official Records, recorded April 9, 1981, in Book 2611, Page 523, Official Records, and recorded January 29, 1982 in Book 2690, Page 435, Official Records. Dated June 19, 1986 STATE OF QALWORNiA iss. COUNTY OF Yuba On June 24, 1986 before me, the undersigned, a Notary Public in and for said State, personally appear- edDallas L. Lewis and Rhonda Girard personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons who executed the within instrument as President and Assistant Secretary, BALDWIN CONTRACTING COMPANY, INC. Dallas L. Lewis, President Y r,& Le :,a_i ��L Rhonda -Girard, Assistant Secretary on behalf of Baldwin Contracting Company, Inr. . '�� ti OFFICIAL SEAL a✓ t a GAIL S. 0®UL® the corporation therein named, and acknowledged to me that such cor- NOTARY PUBLIC -CALIFORNIA poration executed the within instrument pursuant to its by-laws or a Principal Office in YUBA County s resolution of its board of directors. My Commission Expires Jan. 22, 1988 WITNESS my hand an official seal.' Signature ,�� _ (This area for official notarial seal) 11 (682) e ..z gin, r.• MAIL TAX STATEMENTS AS DIRECTED ABOVE COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96) ' APPLICATION AND PERMIT 03 ASSESSOR PARCEL NUMBER ' 040-470-007 ZONING SR -1 BUILDING PERMIT OWNER Anderson TELEPHONEDennis 893-0496 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1-3 'Piq.-,t-aCbin DriNzp Chico CA 95998 105 C 1,3 .00 CONTRACTOR'S NAME Ray Brook 518-1320 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAIUNG ADDRESS Fireplace Total Valuation $ 42 837.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $369.00 Plan CheckingFee $239.85 BUILDING ADDRESS 13 P Pistachio Drive Chico CA Energy Plan Checking Fee $ 23,00 $ PERMIT FEE $651.85 LAT NO. SUBDNLS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 28.00 Solar or heat pump water heater 23.00 Water piping 15.00 5.00 Each gas water heater or vent 15.00 1 9 -nn TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Pool House Gas piping system 1 - 5 outlets 15.00 1 9 -on Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $108.00 ELECTRICAL PERMIT I Fling Fee 20.00 800VOR LE Main Service 2DDA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P hY P 1 rY P Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. S.3.50F? 26.88 P1O"ON-pESlp MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDMRES B20 0 1.500 EX. OCCU FIXED APPUS. OR O.RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $54.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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' c pensation laws of California, and agree that if I should become subject to the o kers' compensation provisions of section 3700 of the Labor Code, I shall withmply Be provisions. X Date &-pZ �� re of Applican - Owner ❑ Contractor ❑ Agent An O A permit is require for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $46 00 Occ R3 CONST. rtK TO ' L FEE $ 907. 3 n FEES P F D CDF PARC ro ISSUE This permit is hereby is ued under the applicable provisions of the a County ode and/or Resolutions to do work indica d e for w ich fees have been paid. By Dae PERMIT EXPIRES ON Z 'Q I IDate Receipt No. 392L — 0770 33 I WHITE-D.D.S.-B.D. CANARY -AS ES OR PINK -INSPECTOR GOLDENROD -APPLICANT F.,,�,,,,,..,�.-.} r.--•-_ ,. � .. ��-^� •rri,«a r .,,. ,,, ,. .,... .s. -.-• � �,;..r.p�.,y.,1v�i►a,rsna.� \ f t+W'�+s=W'pG° COUNTY OF BUTTE -DEPARTMENT OF;DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 + .,� PERMIT APPLICATION DATA SHEET OWNER: �/Gf�1//�i/S" / an/ (�E2S'��% ASSESSOR PARCEL NUMBER U Proposed Building Use: Counter Technician: C Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. _ 1.. Plot plans, 3 or 4 sets, signedAy the preparer of the plans. . Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. -V4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. "Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ Plot plan and business license approval from the City of Biggs .................................... ❑ Letter of intent for non-residential buildings......................................................:.. 1. Detached Accessory Building Form filled out by the owner ......... ............. I ............. ❑ 12. Hazard aterial Fo m .. ............. '............ ................... . ❑ 13. Other-� RegAinin items needed to issue the permit. (May require additional plan review up o eipt tf a following items.) -shown on the attached Schedule of Fees Due Sheet..................................� ✓� Statement of Intent for Non -heated and A/C Buildings............................................. At, 1A Sanitation and plot plan approval from the Environmental Health Department in 417.City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: ® k (B)Parking: (C) Parcel Check: ->_2_ p•� ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ............... ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... 4 ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: - When issued Telephone 0 and hold for pickup. R I have been in ed of the above i, e� s Ind requirements for obtaining a building permit. Applicant: Date: C 9 a 1. Index permit application for the above items numbered: Plan Chec 2. Additional items required Contractor, designer, owner, was advised cf the above data by phone, ❑ mail, ❑ counter, by Date.- Contractor, ate:Contractor, designer, owner, was advised of the a ove data by ❑ phone, ❑ mail, ❑ counter, by Date Plans reviewed by: ��Q� Dater 2,-0-2 Plans approved by: ate: 0 Structural reviewedby: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division _ , . .! .. � ♦. �•� .r . 4 �" �j ,'7. 4,t EA: { •S f ` 1 � Y�":. ,1R ",...•I l !,f"�,-r. {'.. , F, `yv a �j k `.� , � � h • w s ~ E H: USE ONLY Rat Rea AnaclaW i 1 '%W Fbm Rea A Seal M B D. ! TO: Building Department • r FROM: Environmental Health ' SUBJECT: Sanitation Clearance �f Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public / Private Well Clearance for dwelling. Other HQId final f Final clearance O.K. for: NOTE:i; , Z",42', 46o�!!� i 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 SCHEDULE OF FEES DUE OWNER fierylvlls 14• J d GlLS PROPOSED BUILDING USE— 471 Qs 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ _ SCHOOL DISTRICT FEES us 10 (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —X—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. 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 A.P. # OY% - q7 -o - O co DATE 6 - 2Y- 03 G RECEIPT # PAXE REC. At time of permit appli*on, I was advised the love fees are required to be paid prior to issuance of the building permit. These fees may be changed durink fhe plan checking2roc s. APPLICANT DATE P7 O Pursuant to Gove ment 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 C®PY of Document Recorded 25 -Aug -2003 2003-0057325 Hae not been compared with original BUTTE COUNTY RECORDER Space above for Recorder's Use Owner Name: Dennis M. Anderson and Juanita Anderson Building Permit No: 03-1916 DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 19th day of August, 2003, Dennis M. Anderson and Juanita Anderson, hereinafter referred to as owner(s), are the record owners of the following real property: 13 Pistachio Drive, Chico, CA 95928 and AP#040-470-007, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV: WHEREAS, Building Permit No. 03-1916 was applied for on June 24, .2003 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 03-1916 has been reviewed and approved for only the limited purposes set forth below; and VI.. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new s application for a different use has been approved; and VII. , WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 03-1916 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 03-1916 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and. enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping and cooking If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use. Facility in the Recorder's Office for the County of Butte as soon as possible after. the date of execution. This document shall be recorded and returned to .the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 03-1916. DATE: Print or Type Name of Above Owner Signature: Print or Type Name of Above NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE before me,�.mlfls ,, �r l��a.��1— Notary Public, personally appeared , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) -is/are subscribed to the within instrument and acknowledged to me that Ws4e/they executed the same in k4+s/hef/their authorized capacity(ies), and that by 14s/hw/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. W ITN S my hand and official seal. �116nature STATE OF CALIFORNIA COUNTY OF BUTTE On Public, personally appeared before me SS. JAMES LAMAR K1NSER POMM. #1377185 K NOTARY PWUC . CALIFORNIA BUTTE.COUNTY Ny Comm.-Upires Sept. 28, 2006 6 (Seal) Notary personally known to me (or proved to me on the basis of satisfa ory evidence) to be the person(s) whose name(s) is/are subscribed to the withi instrument and acknowledged to me that he/she/they executed the same inh' /her/their authorized capacity(ies), and that by his/her/their signature(s) on the in rent the person(s), or the entity upon behalf of which the person(s) acted, exec ted the instrument. WITNESS my hand and offigial seal. Signature (Seal) This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. ated: 'WOO ba IMI(O kuzy"CA Yvonn Chri t pher, Director Depa ment Development Services • r STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On c� before me, (p�eS - �� , Notary Public, p6r onally appeared VO K�A personally known to me ( ) to be the person(e- whose name(-•)-is/are-subscribed to the within instrument and acknowledged to me that iie/she/" executed the same in-Hs/her/theta authorized capacity(} and that by higher/theirsignature(s) on the instrument the person*, or the entity upon behalf of which the person, s4 acted, executed the instrument. WITNESS my hand and official seal. oolorl�s�llol� CanPnMM #F 1416610 WMI- MI►comm. &Ph6E-M0v 4,3007 Signature (Seal) a ,Order. No. Escrow No. 88762 BG .,.Loan No. WHEN RECORDED MAIL TO: Mr. & Mrs. Dennis M. Anderson 9033 Aguas Frias Rd. Chico, CA 95926 86-206. Oi}�_� a�80ilDEQ1N OFii01A1,,i31` RAS ' 4f'Qtl1`'�4bi1Hi`Y.CAI.I�O.Ri1tA At (T9t RE0UEST0 WO VALLEY TITLE CO. EL" NOR:.K B��iSER �K=REC0W FEE...: - SPACE ABOVE THIS LINE FOR RECORDER'S USE MAIL TAX STATEMENTS TO: DOCUMENR FER TAX$.....28.:.05 .............................. SAME AS ABOVE XX Computed o e orsideration or value of property conveyed; OR ...... Comp ted n 6nsideration or value less liens or encumbrances re ain.'i' a of sales AP 040-47-0-007-0 Signature o ciarant or Agent determi ing tax — Firm Name MID UAL EY WITLE & ESCROW COMPANY CORPORATION GRANT DEED r, , zwr FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, BALDWIN CONTRACTING COMPANY,.INC. a corporation organized under the laws of the State of California , does hereby GRANT to DENNIS M. ANDERSON AND JUANITA ANDERSON, husband and wife the real property in theiCjopu)t unincorporated area of the County of Butte State of California, described as Lot 7, as shown on that certain clap entitled, SOUTHGATE ACRES SUB- DIVISION", which Map was filed in the Office of the Recorder of the County of Butte, State of California, on September 27, 1979, in Book 72 of Maps, at Pages 15 and 16. TOGETHER WITH the right of ingress and egress over Pistacho Drive, formerly Dunn Drive. Subject to Covenants, Conditions and Restrictions recorded November 1, 1979, in Book 2458,Page 379, Official Records. Amendments thereof, recorded March 3, 1981, in Book 2599, Page 489, Official Records, recorded April 9, 1981, in Book 2611, Page 523, Official Records, and recorded January 29, 1982, in Book 2690, Page 435, Official Records. Dated June 19, 1986 STATE OF CALIFORNIA )ss. COUNTY OF Yuba ) On June 24, 1986 before me, the undersigned, a Notary Public in and for said State, personally appear- ed Dallas L. Lewis and Rhonda Girard personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons who executed the within instrument as President and Assistant secretary, on behalf of Baldwin Contracting Company, Inc. the corporation therein named, and acknowledged to me that such cor- poration executed the within instrument pursuant to its by-laws or a resolution of its board of directors. WITNESS my handa�n official seal.Q BALDWIN CONTRACTING COMPANY, INC. Dallas L. Lewis, President By Rhonda -Girard, Assistant Secretary NMI FFICIAL SEALL S. GOULDUBLIC-CALIFORNIAffice in YUBA County ion Expires Jan. an. 22, 1988 (This area for official notarial seal) t tom, ,(R�R71 l BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District C -A-4 ( 0 (1" v' _Pe.c✓(_ Building Department No. A.P. Number Q40 -4-)o - o0'7 Jurisdiction: = City County Property Owner De h n 15 &de, r. Son Property Location/Address 13 191, S �a " 0 I✓r , Subdivision Lot No. d3 -19i( :............................................................................................. Residential Development © Sq. Footage %J No of Living Mobile Home Additio 'Supplemental to (Group R) ;UnRs :Installation Conversion : -.._ Perrriif # : (No foundation inspection): Commercial/Industrial New Addition Building Department Representative clans reviewed School Uistnct Personnel) District Identification No. � 0113 USchool District certifies -that Sq. Footage (Including Exterior Roofed Areas) 8j•l2 a3 Date (Applicant) 13 P,� (Street Address) 1. (Phone Number) (City) (State) (Zip Code) it has complied with the requirements of Resolution No. t��"' by payment of $ /I % g% , representing 1p l% square feet. AB 2926 _ t FULL MITIGATION- _ School District Re esentative Date Paid by Check 11 - Remarks: 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 (10/98)dmm Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. exception: Garages and Caiports. Owner: VUL/11 Phone: (62 MailingAddress Site Address: Assessor's Parcel Number:y q U —L-( 7 '— O c U 7 Zorie: S Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form GENERAL INFORIMATION: 1. Is there a primary dwelling on the property? Yes No ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes No 3. Will items produced in this building be offered for sale? Yes ❑ No4 4. Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or off site, be associated with the use of this building? Yes ElN$ SITE CONDITIONS: 6. Is the stricture foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No Xg 7. Is any portion of the structure located closer than 20' to your front property line? Yes(� No [I8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes No 9. Will the proposed stricture encroach within any recorded easement? Yes ❑ No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? YesNo ❑ 11. Will this building be heated or cooled? Yes tR No ❑ 12. Will this building have a water closet/toilet? Yes No ❑ 13. Will this building have a sink? - — Yes (g No ❑ 14. Will this building have a. water heater? . Y , , Yes No ❑ a 15. What type of;floor•coyering will the building have?* f— _ 16. What type of wvall covering will the building have? FlIVAW1 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. ❑ Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. P Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked ##4, please check the uses below which best fit this building. ❑ GuestHouse " Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room '❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop I ❑ Home Occupancy Z ❑ Other — Use = 1. Describe type orworbhop ' :. Must be approved by the Butte Coumy Platmittg Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before thhtlanatio�t. _ Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws uire disclosure of this information if or when the property is offered for sale. Ou-ner's Name:'Please Print 1, L� W Owner's Signature: 2of2 Date: PR JECT PROCESSING RECOkW APPLICANT: OWNER: •. p PERMIT #: A. P. #: - �� WORK DESCREMON: a ------ IMAM s FROM '. Me ME r v •� u p r- c OY--) I -Y OF BUTTE - DEPARTM ENT OF DEVELOPMENT SERVICES - BUIL 1NG DIVISION County Center Drive - Oroville, California '95965 - Telephone (530 538-75410 PER NC APPLICATION AND PERMIT mmm° BUILDING PERMIT 0t1<> - Ll70 - 00`7 59-1 ao T�"E SO. FT. OCC. BUILDING VALUATION 13 64, 62 ' Fp-A=ORs U&ME jj D m&WLmDAn Rs= sTRwcnDH ta+nm SERs tAaan+a ADnR�s " MrE= DR D�+xEER 1QTEGT OR E776rr7F�iS MANNG 11DDR6S .M=AODREEMS 13 PA sop -A Sa\rTN RC2AS USEOFSTA n n ..,1enr r'1 k&,bitahome ❑- Other d C� x`15-92 a see -�3z6 o 102 - cl) PARCEL YAP C_ '/ TYPE of WORK ew j�' Addson ❑ Remodel ❑ ❑ Inslellafon ❑ Other ❑ escribe Work pAll 06 Z /Vo/\' 5 9A Fl,od 06 o o `7 C05) 0 C-,, K 33�- '�clrm��- �bt�►i S'k ik Siler k� OV46 Ntarn w Fireplace Total Valuation 5 Firing Fee S 0 c7 20.00 Permit Fee S. Plan Cher -kin FeeS Energy Plan Checking Fee S Z.3 s S , PERMIT FEE s PLUMBING PERMIT F7mg Fee 20.00 -7.-0 0 ' -- Solar or heat pump water heater 23.DD Water piping 15.00 Each gas water heater or vent 15.00 Gas pipinI - 5 outlets 15.00 BuBtfing sewer 15.00 Mobile Home IS I G W 020.00 �O PERMIT FEE f: ELECTRICAL PERMIT Firing Fee 20.00 Main Service x�-�w on 23.OD Ma:m Service ( soa► so +oow 46.00 .SD Ex O=p. OvnFr OR FK URB an{. - so Ex. Oceu . d ro E& S.DD Temporary Service 23.DD Mobile Home Facilities 20.00 hTsc. Wirmo 23.00 PERMIT FEE I t 76175V MECHANICAL PERMIT I Ffing Fee' 2D.00 Cooling Hood * I 1 6.50 PERMIT FEt S 5 -J Nbbile Home Installation Fee S Energy Inspection Fee S y6 Q jVU TOT L FEE $ uF w.Z p- D GDF PAl�Q�1 This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date I al-- j a4&y livo" ---064 When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 Space above for Recorder's Use Owner Name: Dennis M. Anderson and Juanita Anderson Building Permit No: 03-1916 DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 19th day of August, 2003, Dennis.M. Anderson and Juanita Anderson, hereinafter referred to as owner(s), are the record owners of the following real property: 13 Pistachio Drive, Chico, CA 95928 and AP#040-470-007, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People .of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 03-1916 was applied for on June 24, 2003 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 03-1916 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 03-1916 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 03-1916 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping and cooking If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 03-1916. DATE: Owner Signature: c Print or Type Name of Above c Owner Signature: Print or Type Name of Above NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use'the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA ) COUNTY OF BUTTE ) SS. On Public, personally appeared before me, , Notary personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal Signature STATE OF CALIFORNIA COUNTY OF BUTTE On Public, personally appeared (Seal) SS. before me, , Notary personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (Seal) This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. , STATE OF CALIFORNIA COUNTY OF BUTTE On Public, personally appeared Dated: Yvonne Christopher, Director Department Development Services SS. before me, , Notary , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (Seal) Order No. Escrow No. 88762 BG Loan No. WHEN RECORDED MAIL TO: Mr. & Mrs. Dennis M. Anderson 9033 Aguas Frias Rd. Chico, CA 95926 MAIL 'TAX STATEMENTS TO: SAME AS ABOVE AP 040-47-0-007-0 es-Zas �g -oaar� A3 TH fa Q11 S� o -F . WID VALLEY TITLE CO. 191 •. +130 PH 01 t .1 NOR M, O.K.KER , It 9ECBRDER SPACE ABOVE THIS LINE FOR RECORDER'S USE DOCUMENT�lao FER TAX$.....28...0.5........................... .XX Computedo sideration or value of property conveyed; OR ...... Comp fednsideration or value less liens or encumbrances re ain.ii f sale tiignature of TNkclarant or Agent determifiing tax — Firm Name MID VALLEY TITLE & ESCROW COMPANY CORPORATION GRANT DEED' FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, BALDWIN CONTRACTING COMPANY, INC. a corporation organized under the laws of the State of California GRANT to DENNIS M. ANDERSON AND JUANITA ANDERSON, husband and wife the real property in theme unincorporated area of the County of Butte , does hereby State of California, described as Lot 7, as shown on that certain Map entitled, SOUTHGATE ACRES SUB DIVISION", which Map was filed in the Office of the Recorder of the County of Butte, State of California, on September 27, 1979, in Book 72 of Maps, -at Pages 15 and 16. TOGETHER WITH the right of ingress and egress over Pistacho Drive, formerly Dunn Drive. Subject to Covenants, Conditions and Restrictions recorded November 1, 1979, in Book 2458,Page 379, Official Records. Amendments thereof, recorded March 3, 1981,.in Book 2599, Page 489, Official Records, recorded April 9, 1981, in Book 2611, Page -523, Official.Records, and recorded January 29, 1982, in Book 2690, Page 435, YOfficial Records. n Dated June 19 ,. 1986 STATE OF CALIFORNIA )as. COUNTY OF Yuba . ) On June 24, 1986 before me, the undersigned, a Notary Public in and for said State, personally appear- ed Dallas L. Lewis and Rhonda Girard personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons who executed the within instrument as President and Assistant Secretary, on behalf of Baldwin Contracting Company, Inc. the corporation therein named, and acknowledged to me that such cor- poration executed the within instrument pursuant to its by-laws or a resolution of its board of directors. WITNESS my hand a official seal.. /% s Signature -- - _Z ; U MAIL TAX STATE[ BALDWIN CONTRACTING COMPANY,.INC. B�.�_; Dallas L. Lewis, i President By i Rhonda -Girard, Assistant Secretary (This area for official notarial seal) t (182) 1\/ F *-e,eira ffm ICIAL SEALS. GOULDBLIC-CALIFORNIA ice in YUBA County Expires Jan. 22, 1988 (This area for official notarial seal) t (182) 1\/ F *-e,eira RID NTIAL 40-47-07 92-1114 BPE ANDERSON, Dennis 13 Pistachio Dr, Chico cont: Holiday Pools swimming pool f. JOB FINALE Signature J=OK O = Not OK = Not Applicable, MOBILE HOMES ' =Not Ready , Date MOBILE HOME UTILITIES (Plans) OK except t#'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location -Clea rences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card 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 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except k's t-getbacks- S;s; Compaction -Structure Stability B.'Pool Structure; Steel -Connections -Thickness D d Men -Lining EI '; Receptacles and Lighting, Distances-GFI Elec.; Pool Lighting; 15 volts-GFI k:pt c.;Enclosures; Conduit Entries -Terminals -Listed Jec.; Bonding; Metal w/5' -Circulating Equip. -Heater �Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9-14anh Department Approval 107TI uimb.; Cir. Test -Water Supply Test Date '`°j•v Card 6-1 Gig Date Card B-1 Date 7.01 ?_ Card B-1 (^4= Date Card B-1 k� o t,\5 4, L.O. ►ie J=OK O = Not OK -=Not Applicable Not Ready RESIDENTIAL (Single ' = Date UNDERFLOOR (Plans) OK except II's j 1. Zoning -Setbacks -Easements -Flood -Slope I & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 2. Fta.. Main: Soils-Elec. Grnd.-/ /" Fla. Depth --- 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except a's 16. Water Htr.: Vent -Access -Combustion Air -Baffle --------- --- -- --------------------------- 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection 19. Shower Pan: Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe: Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti's 22. Fixture & Transformer Clearance -Ins. Protection ------------------ 23. Elec,. Receptacles Spacing -Lights & Switches at Doors -- ------------------------------------------------------------------ 24. Size Boxes & No. of Conductors -Stapled ---- ------- ------------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. -------- - --------------------- --------------- 26. Equip Ground made up w/Mech. Fastners-Bond Gas & Water ------- - --------------------------------------------------------- _ 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------------- ----------------------------------------------------------- 28. Subfeed Wire Size r r ga. Cu or AI-A.C. Wire Size / ! ga. Cu or Al -------------------------------------------------------- ---- 29. Range Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - ---- ---------------------- --------------------- 30. ----------- - --- -- - 30. Service -Riser Conductors & Ground -Main Disconnect --------------- - ----------------- --------------------------------------------- 31. Equip. Clearances Panels-Motors-Mech. Equip. ------------- ---------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector ---------------------------------------------- --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 -------------- ------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except n's 34. A.C. Ducts Insulation & Support - ------------------------- ------------------------------------- 35. Vent Fan: Exhaust above insulation ----------- ------------ -------------- ------ ---------------- ------------- 36. --------------- 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet - --------------------------------------------------------------- 38. Attic -Access-&, Platform if Furnance in Attic -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 4's 39. Sils. Proper Material & Anchors ------------- ---- -------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing-Plates-Sound ------------------------------------------------------------------------------ -- 41. Bearing Walls over Girders & Floor Nailing - -- --- - ---------------------------------------- ----------------------- 42. Draft Stop in Walls (rat proof) ----------- - -- ------------------------- ----- - ----------------------- - 43. Fire Stops. Furred Ceilings -Stairs -Chases -Tub ------------------------------------------ ----- 44. Headers & Beam -Size & Bearing 46. Cing. Joist-Rftr. ties -Pu rlin-root Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exitina Doors -Sill Hat. & Dimensions _ 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits ---------------------------- __ _ 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ------------ 54.- plywood on Roof Overhang -Attic Vents -Rafter Outriggers -- - 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights- Plastic ---------------- 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ----------------------------- Date Card B-1 Date Card B-1 -- ------------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except It's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exi 65. G.F.I. & Bath Fixtures & Tub Access -Spa ----------- ---------------- 66. Elec. Trim & S_u_bpanel; Breaker Sizes & Labels _ 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth --------------- 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Gap-CookingClearance 71. Elec. Outlets & Receptacles at Kit. Counter -------- ----- ---- 72. Garage Fire Door Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr_Vents-Clearance-Comb. Air-Connector-P.R.V. In Garage, Above Floor-Mech. Protection 75. Plb_. Elec_ & Mech. _Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection ---------------- 7-,. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco: Brown -Finish ------------------------------- --- - 82. A_C_Unit; _Disconnect. Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well. Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House - ----- ------------------------------ - 87. Glass Protection ------ -------------------------- 88. Corrections from Previous Inspections --- - -------------------- 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval -------------------- 91. Energy -Compliance -Certificate. -Other Certificates Date-----------Card---1 --- --- ----- --- - - -- - -- Card _------- Date Card B-1 ---------------------------- Date Card Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 1, COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drlve - Orovllle,,Callfornla 95965 - Telephone: 916/538.7541 0. - t Ll t APPILICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-470-007 ZONING SR -1 / BUILDING PERMIT OWNER TELEPHONE 8 3-0496 SO. FT. OCC. BUILDING VALUATIO Est. 20 000.00 OWNER'S MAILING ADDRESS 13 Pistachio Dr., Chico 2 CONTRACTOR'S NAME TELEPHONE - 2 5 CONTRACTOR S MAILING ADDRESS 1170 F_ Lassen Ave-, Chico 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1$20,000.00 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $172.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 20.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $207.50 PLUMBING PERMIT Filing Fee 1 15.00 13 Pi qt-arbi a Dr Chi rn Each Trap 5.00 Solar or heat pump water heater 1 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Swimming Pnnl PECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New® Addition E] Remodel❑ Utilities❑ Installation❑ Other Describe work: Pool Matter #riO4- A8 Permit Fee $ 22, Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): %X L8f I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. �, S License No. -rte Classification6L. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000AI _37.50 NEW CONST. ( DWELLING OCCUP.&) 3.6psq.tr. OR ADONS. ACC. BLDGS. / NEW CONSTR UL7"OUTLI-T NON•R ESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES 20 76 0 451 FIXED APLNS. Ex, OCCUp. OUTLETS (RESID 1FA.� ( 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Pool Electric 1 15.00 15.00 Permit Fee $30.00 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): F-] The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in c se a ranting of this permit. X %� Date f Applicant - Ow C ractor Agent ❑ ermit is required f r xcavat' over 5'0" deep and demolition or construct. &�ctures over 3 storie In height Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE I TOTAL FEE $259.50 HAZ DFEES IMP LOO rpl CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- � sions of the Butte County Code and/or resolutions to do work indi atecl a've fo which fees have been paid. IR TOR F PUBLIC WORKS By Date PE IT EXPIRE Date 109897 Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT _„- .,w,� 'v -p+*' .-moiT5�'n't'ry'r�++1�i:"'T::r7i+,=^t�f�Y'+�� i•�''��fa yt "I.,:"n':Y�T,. �';'_ r ..,�- J i � COUNTY OF BUTTE --D .F A@X-HENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE-:OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 { PERMIT APPLICATIOP DATA SHEET �f Permit No. OWNER No. �' % z� Proposed Building Use_Ci Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED � AII items have been submitted. Plot plans in duplicate/triplicate, signed by preparer of plans..... a 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ......................................... . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid ........................... . ...................... 13. School District fees paid ............. . —� 4. Sanitation approval from / C Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required ... Pre-inspec. request to Building Inspector (Dat 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. r 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other / ``-- Applicant Date Copy of Hdz-Mat form sent Health Dept. --&,Ke Dept. —;A it Po J ition Date Copy of plans sent Health Dept. Fire Dept. Other llDate By. The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---jnail—counter by .date Contractor, designer, owner, was advised of above required data by—phone —mai l—counter by date Plans checked by PAO Date I 2 Plans approved by hyw Date 9 I22�9 Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovlller California 96965 - Telephone: 916/538-7541 APPLICATION AND PERMIT AssessoR PARDCEL NUMBER l�0^l ntlr V zoNl BUILDING PERMIT OWNER .�) S ' Dx S0 TELEPHONE SIC/) .S FT. OCC. BUILDING VALUATI N OWNER'S MAILING CT,0GFk�9� 7� O C ILI (^ � �( - CONTRATOR'SS NA-J�j/DO TELEPHON CONTRACTOR'S MAILING ADDRESS 41-90 r S / Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ® V Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING AODRES I,�;/FF 14 V Permit fee a7 2 PLUMBING PERMIT Filing Fee 15.00 Each Trap a 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 7D Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New,�l AdditionEl Reemo/del/❑ Utiliti Installation[] Other ❑ Describe work: L V Permit Fee a Contractor ELECTRICAL PERMIT Filing Fee 15.001 Main service 200A OR LESS 18.50 Main service 20CATO 1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the' owner, am exclusively contracting with licensed contrac ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.a\ OR ADDNS. l ACC. BLDGS. / 3.60sq.ft. NEw C0N9TR U LOUT LET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS tr SINGLE OUTLET CIR. EX. Occup( OUTLETS OR FIXTURES 20 766 FIXED APPLNS. EX. QCCUp. OUTLETS IIRESIIn IREA.I I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00t- Misc. Wiring 9 '15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith Comply with such provisions or this permit shal I be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Si nature of Applicant — Owner g pp ❑ Contractor ❑ Agent ❑ An OSHA permit is required For excavations over 5'01, eep nd demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE I TOTAL FEE L I I HAZ 1 0FEES I IMP FL000 CDF PARCEL PO I HD ISSUE This permit is hereby issued under the applicable prov-i- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS TO Bgildinc Department FROM: '"� Environmental Health SUBJECT: Sanitation Clearance 21.E_AA CA a Owner Location AP# Plan Approved for: Sewaqe Disposal Water.Supply Fold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for bedroom 'mobile home. Other T�I NOTE * * * Sanit ian Date I � ► i I - - 1 VIN N jqe~ /t461.11 Go.��,cELL.OW L B� i 33" Moo AP sL—T-.1.._._-.. 36 14 �r� Z5'/6J4" 2 I Aa i `t � � _--- .moi -- - ---•_--- ---- 1 93 e I � ► i I - - 1 VIN N jqe~ /t461.11 Go.��,cELL.OW L B� i v (n �r� Z5'/6J4" I � ► i I - - 1 VIN N jqe~ /t461.11 Go.��,cELL.OW L B� w JOB:,'`1468; MATT TOP CHORD 2X4 FIR -LARCH SS BOT CHORD 2X8 FIR -LARCH SS WEBS 2X4 FIR -LARCH STANDARD THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED. BY TRUSS FABRICATOR ra CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES -ARE - TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR -PLATE LOCATj;ONS ON TYPICAL JOINTS." SINGLE CUT WEB i-2 ENDS:1.3,5,7,9,11 OP CHORD SHALL BE LATERALLY -BRACED WITH PROPERLY_ CONNE.CTED-? UR`L`-INS SPACED AT A MAXIMUM OF 24" O -C. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. All nails specified are common wire nails. * Bottom chord checked for 10 PSF live load. 7X10 3X9 e3, TC X -LOC L -R: 8.29 5.58 9.75 13.96 17.04 21.25 25.42 � 38.71 C BC X -LOC L -R: 8.29 5.58 9.75 14.19 16.81 21.25 25.42 Cn 38.71 N 2-COMPCETE-TRUSSESRE0 O1R_-E- -� FASTEN TOGETHER WITH 16D NAILS w STOP CH ------------------ 18. O.C. w WEBSc- -- -�---------7-74"--0.C. -STAGGERED r - w BOT CH --------- --------5 2 0-.-C-. r' OO 07 THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: FROM-ON E-S-I-DE---3-3-'-8'*-0E-SPAN-FRAMING' T0"THE-BOT;C.HORD OFPOS-ITE=SIDE-- 2' 8" OF SPAN FRAMING TO THE TC/BC,-SPL' 'G V -I -NG A TC-VOAD-UF-52 PCF AND A BC LOAD Of 486�PLF~ 6"—nominal bearing.-required,-or-4'`—nominal_bearing_with ,2X8X12'-block"same�`grade-and-species-as-chord-member Attach w/18-16-4—nails—.—Refer—to drawing 139 for nail spacing information. 7X10 ltt tYp - 3X6 4X7 4X7 4X4 1 5.00 5.00 u _j 12 2X8 8X8 8X8 10X10 8X8 2X8 17-8- 14-8-4 1 \ 1 14-8-4 47 31 0-0_OVERYZ 5UPP0RT5 " R-BI829 V- 3.50" Qwo. 3X9 ��t3X9 R-BIB29 Y- 3.50 - PLATE TYPE --ALPINE SEON--147900 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.0.7 SCALE - 0.2500 O O o O O o 0THIS C=ATRUSS pOTHERWISE C= C= C= C� [� AiP[NE ENGINEEREO PRODUCTS, INC. **IMPORTANT** sHRLL NDT BE RESPONSIBLE FOR ANY DEVIATION FROM THESE sPECIF[CATIONS OR ANY DEVIATION FROM DESIGN OR RNY FAILURE TO BUILD THE TRUSS IN CONFORMiNCE WITH THE 'DUALITY CONTROL NRNURL' BY TPI. ALPINE CONNECTORS I4±NUFACTlREO FROM 20 GAUGE GALVANIZED STEEL UNLESS SHOWN, MEETING REQUIREMENTS OF RSTM R446 GRADE R. APPLY CONNECTORS TD BOTH FACES RT EACH JOINT AND LOCATE RS SHOVN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN: DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF -NOS AND 'TPI (PET). TRUSSES REQUIRE EXTREME CARE WARNING IN HANDLING, ERECTION AND. BRRCIHG.SEE DWT-76',IBRRCIHG Y000 TRUSSES: COMMENTRRY AND RECOMMENORTIONS-•TPI) . SEE THIS DESIGN FOR ADDITIONAL SPECIAL PEAMA- NENT BRACING REQUIREMENTS. UNLESS OTHERWISE,8C SHOWN, TOP CHORD SHALL BE LRTERRLLi ERICEO' YITH PROPERLY RTTRCHED PLYWOOD SHEfl1HING, .BOTTCM-CHORD-'WITH—RICID-CEILING- N7 -M -NOT USE THIS CC-SIG1 YITH FIRE RETP.ROAINT TREOTEO LUMBER. (L� �7 {_�:rt,,.. LL(( 'TOT.LD. �, �. ' _'"_':. . . DESIGN CRIT, REF -- TC LL 16. . O PSF TC OL 10 . 0 PSF DL * 5.0 Psr- i31 O�PSF DATE 1125920 ORWG CAUSR427 87313008RRE CR -ENG K -- 0/R LEN. 31 O 0, OUR. FAC. 1.2 5 Pitch • 5/12 f� p SPACING SEE RUDVE TYPE SPEC - -GIRD •--TON • tRU54 PLATE INSTITUTE. NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUC71CH nrcTPU UAC RCCN PoPPAUrn FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR JOB;! t4b5i (MAI --- TOP CHORD 2X4 FIR -LARCH t1 r BOT CHORD 2X4' FIR -LARCH *1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #N2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - UPLIFT CONNECTION - AN HORAG CONTINUOUS TO FOUNDATION UPLIFT LOADS: 788 C:2) SOA AW V 141 14rdu40t&5 CL Ea!/44- X - LOCATION:31-88-88 *** UPLIFT LOADS BASED ON DEAD LOAD NOTED BELOW *** (BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR TO INSURE PROPER ERECTION. IT IS THE RESPONSIBILITY OF.THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. Conventional framing is not the responsibility of the truss designer., plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. 5X6 r�12 -5-.00 2X5 g 5X4 7-9-3 _1,15-7-2 5X4 3X5 3X9 5X5 TC X -LOC L -R: 8.29 6.91 11.19 15.50 19.81 24.29 30.71 C C BC X -LOC L -R: 8.29 7.15 11.19 15.5.8 19.81 23.85 30.71 L0 r2-CQQM-PLETE- TRUSS__ ES�-REDUhRED FASTEN -TOGETHER WITH 1�6[-NAILS ? #1 HIP ONLY m TCP; -CH -------------=��1-5-:-0'•C v WEBS-------- 4- 0_•C f STAGGERED BOT CCH --=----=--------- 16 O.CCD . o SINGLE CUT WEB #B-2 ENDS:1,3.5,7,9 w THiS-#I-HI P`DESIGNED-TO-SUPPORT---7 •8-"-JACKS=WI=TH-NO SHIM ALL SUPPORTS TO SOLID BEARING. TOP-CHORD^SHACLr: BE LATERALLY BRACE PURLINS SPACED AT A MAXIMUM OF 24" WITH PROPERLY CONNE O.C. All nails specified are common I -ire nails. This`drawinqq•also•specifiesrdesigqnn■for-common hip"trusses to be used- 24'-' O.C.-(1 ply). .,Use same lumber, confi-- quration and plates. Extend top chord to hip rafter support ever 6'-0". Brace flat top chord w'/2X4_2X4 era 1. bracing 0 24 O.C. Fasten to-each-chord"with 6d -nails. 5X4 3X5 1X6 / 2" typ. 12 5.00 2X5 5X4 7-1- 24" O.H. 24" O.H. I 3-1-0:0=OYER 3 -SUPPORTS `'" " R-3930# Y- 3.50" R--6159 Y- 3.50" R-15444 d- 3.50" SEON--147892 ItFURNISH R COPY OF 'THIS DESIGN TO ERECTION CONTRRCTOR REV 13.0.7 P SCALE - 0.2sco PLATE TYPE --ALPINE �IHE ENGINEERED PRODUCTS, INC TRUSSES REUIIRE EXTREME CARE :=,'_-.• ;' •t-- -''�'• DESIGN CRIT REF R427--7744 C = g* SHALL NOT BE RESPONSIBLE FOR ANY' **IMPORTANT** WARNING IN HANDLING, ERECTION, AND -BYT-76', .j' ""' •=��''�: :. 1 ;.:• •: ��, :.: •-'.;:.'; .. TC LL 16 O PSF DATE 11 /09/6 [= O [U p p !ON FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM DEVIATION r THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE BRACING.SEE (BRACING MOOD TRUSSES COKMENTRRY AND RECOMMENDATIONS --TPI). SEE THIS DESIGN FOR fD0ITI0NAL SPECIAL PERMR- �,,:.:.. ,.. .•, f� - ,. t„�4� TC DL , 1O . 0 PSF DRUG CAUSR427 87313003 O O p p PITH TFE -OURL[T/ CONTROL MSiIUFiL' BY TPI. ALPINE CONNECTORS ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISE, BRACED_ 8C OL 5. O PSF CR-ENGOTHERWISE LPINAPPLY SHOWN, MEETING REQUIREMENTS OF ASTM R446 GRADE R. TO BOTH FACES RT EACH RND LOCATE AS SHOWN, TOP CHORD SHALL BE LRTERFLLY WITH PROPERLY ATTACHED PLYWOOD SHEATHING, 2„ TOT. LD. 31.. 0 PSF 0/R LEN. 31-0-0 o CONNECTORS JOINT SHOWN. BEARING WIDTHS ARE 4• NDMINF- UNLESS OTHERWISE SHOWN_ BOTTon CHORD WITH- RIGID TLE ICI-NDT-NG THIS rr YOD_NOT-.USE THIS ?. .;'� OUR FRC. 1.25 PITCH 5.0/12 o TRUSS p DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF (PLT) fFiei6�6'a'-^"-src -DESIGN WITH FIRE RETARDANT TREATED LUMBER. . -7 rc �` TYPE f, C P - - •NDS RND •TPI . ,.-TPT - TRUSS PLATE INSTITUTE NOB - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION _ n/.d,•� '- '- Setback: / -7-11 J .)UV,,: 14504 MAI TOP CHORD 2X4 FIR -LARCH t1 BOT CHORD 2X4 -FIR-LARCH *1 WEBS 2X4 FIR -LARCH STANDARD I n 1 4 UCJlull nas 5 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - UPLIFT CONNECTION�J� HORAG C NTINUOUS TO FOUNDATION UPLIF (NJ AN S ox &(;v;4&_LOCATION:33-00-0 it- *** UPLIFT LOADS BASED ON DEAD LOAD NOTED BELOW *** SHIM ALL SUPPORTS TO SOLID BEARING. BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR TO INSURE PROPER ERECTION. Conventional framing is not the responsibility of fhe truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. All nails specified are common wire nails. WO 24" 0. H. 12 5.00 7-7-11 TC X -LOC L -R: 0.29 6.91 11.69 16.50 21.31 26..89 32.71 PLATE TYPE --ALPINE SEDN--147889 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.0.7 PPSAII SCALE - D.2SOO [_ ATRUSS [= O O' O (_ [_ ALPINE ENGINEERED PRODUCTS, INC. **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THESE SPECIFICATIONS OR ANY OEVIRTION FROM THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE THE "OURLITY CONTROL MANUAL' BY TPI. ALPINE CONNECTORS ARE MANUFACTURE:); FROM 20 GAUGE GRLVRNIZED STEEL UNLESS OTHERWISE SHOWN, MEETING RECUIREMENTS OF RSTM R446 GRADE A. CONNECTORS TO BOTH FACES RT EACH .JOINT APO LOCATE AS SHOVN. BEARING WIDTHS ARE 4- NOMINFL UNLESS OTHERWISE SHOWN., DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF .NDS RPD -TPI (PCT). BC X -LOC L -R: 0.29 7.15 11.69 16.50 21.31 25.85 32.71 Uci DESIGN CRIT REF - - 2�COf1PLETE�TRUS_SES�REQIJ�IRED - _ FASTEN-TOGETHER^WITH�:^"'•-16D-NAILS--sem ��1 HIP ONLY M IOP CH ---------------- - 1.6._0.,.. C . -- 0/R LEN. 33 -O -O WEBS_-----_- ------------ - 34" `0'C:�STAGGERED-- PITCH 5.0/12 Setback: /'-7-•11 TYPE CSPS- - - CD SINGLE CUT WEB *-2 ENDS:1,3,5,7,9 0 N * 1X4-#3-HEM=FIR-'OR:-BETTER CONTINUOUS LATERAL BRACING -TO _ BE EQUALLY SPACED. ATTACH WITH -(2) _13d-NAIL"S. "BRACING MATERIAL-TO_BE SUPPLIED AND ATTACHED AT 80TH -ENDS TO -A SUITABLE -SUPPORT BY ERECTION CONTRACTOR-. — THI�1--*I-TO-SUPPORT-78"JACKS-WITH NO 41EBS ERL'Y''CONNECTED7 fT.OPrCHORD-SHALL`�BE-LATERALLY_BRACED�'WITH-PROP +PURLINS SPACED,AT=A=MAXIMUM-oFZ24"'-O-C. ,Thli drawing also specifies design for--co®on 71p -t ruaaec:co 41* used @24" O.C. (1 ply). Dae saor luaber,conflguratioo and plates- Extend top chord to hip rafter'and.support every 4-0-0.111111 Hrace flat top chord w/2X4 lateral braclog p24" O.C. Fsaten d� �t-each chord w7th 2-16d;oalls. ��` 5X6 _ 4X6 ._3X8 4X6�`:,'?x ''� 5X6 211 typ. 4x6 3x5 5X5 3X5 17-8-10 1z 2 5.00 2X6 - 4 XG i . 7-1-12 7-7-11 . 24" O.H. R-15999 W- 3.50" ------ R -4015f V- 3.5D" R --71B# V- 3.50" PLATE TYPE --ALPINE SEDN--147889 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.0.7 PPSAII SCALE - D.2SOO [_ ATRUSS [= O O' O (_ [_ ALPINE ENGINEERED PRODUCTS, INC. **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THESE SPECIFICATIONS OR ANY OEVIRTION FROM THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE THE "OURLITY CONTROL MANUAL' BY TPI. ALPINE CONNECTORS ARE MANUFACTURE:); FROM 20 GAUGE GRLVRNIZED STEEL UNLESS OTHERWISE SHOWN, MEETING RECUIREMENTS OF RSTM R446 GRADE A. CONNECTORS TO BOTH FACES RT EACH .JOINT APO LOCATE AS SHOVN. BEARING WIDTHS ARE 4- NOMINFL UNLESS OTHERWISE SHOWN., DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF .NDS RPD -TPI (PCT). TRUSSES REQUIRE EXTREME CARE WARNING IN HANDLING, ERECTION AND:._•'.•�:> BRRCING.SEE BWT-76'(BRACING WOOD TRUSSES COMMENTARY PND RECMMENORTIONS--TPI). SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMA-TC HENT BRACING REQUIREMENTS. Ul' SS OTHeRVTSEABC SHOWN, TOP CHORD SHRLL BE LATERALLY BRACED WITH PROPERLY-,RTTACHEDPLYWDOD SHEATHING,TOT. 'BOTTO 'DgRo N. DO NOT USE THIS -DESIGN WITH FIRE RETRRORNT TREATED LUMBER. ;:-�•.' ;�/ .-- aWITH uc IL Imo- Si; .APPLY _:. ;:. :. . .'': ;:' '. '•;i` �'�-' DESIGN CRIT REF - - TC LL 1 6 . O PSF DL 10.0 PSF OL S.O PSF LD. 31 . O PSF DATE 11/09/B7 DRYG CAUSR427 97313002 CR -ENG 0/R LEN. 33 -O -O OUR.FAC. 1.25 PITCH 5.0/12 Setback: /'-7-•11 TYPE CSPS- - .'-TPT - TRUSS PLATE INSTITUTE NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION .3nRy Td6Q3` MOT THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT; SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X4 FIR -LARCH i1 r SOT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT •2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT -ANO TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE•DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW .THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA,- INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. + Bottom chord checked for 10 PSE live load. 5X4 TC X-LOC'.L-R: 0.29 8.57 16.58 24.42 32.71 � C BC X -LOC L -R: 8.29 8.57 16.58 24.42 32.71 Eo SINGLE CUT WEB *-BC:3 ;2 ENDS:1,5 N :HEM- - -------- - v *"TX4 i3 HEM -FIR OR BETTER CONTINUOUS'LATERAL BRAC--ING�.TO, m %-BEEQUALLY,ZSPACEDc- ATTACH WITH (2) 8d NAILS. BRACING v MATER-IAL--TO=BE--SUP_PLIED-AND=ATTACHE-D=AT=BOTH ENDS TO A E ITABCE'SUPPORTBY ERECTI_ON-C_ CONTRRAACTOR. W jTOP-CHORD-SHALL- BE_LATERA-LLY--lBRACE-D-_W-I-T-H--PROPERL-y�4CONNECTED OCD P -URL -INS SPACED AT`A-MAXIMUM_OF 24 O C_ —, 24" 0. H. 16_G-0 _I_1G-G-0 - 24" 0..H. R -10051k Y- 3.51" - - R-1005 V- 3.51" PLATE TYPE --ALPINE SEON--147895 IF FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.0.7 SCALE - 0.2500 ALPINE EN6INEFAED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE �•'''`�' DESIGN CRIT REF -- 0 o p p o p **IMPORTRNT** SHALL NET BE RESPONSIBLE FOR ANY WRRNING IN HANDLING, ERECTION AND pATRUSS DEVIATION FROM THESE SPECIFICATIONS OR ANY OEVIRT(ON FROM 8RRCING.SEE "BUT-76',[BRACING WOOD TRUSSES: //�• !. i e,.::.,..�,,;, TC LL 16. O PSF DATE 11/09/87 THIS DESIGN OR RNY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY FND RECOIMENORTIONS-•TPI). SEEWITH THE 'QUALITY CONTROL MF"JAL' BY TPI. ALPINE CONNECTORS THIS DESIGN FDR ADDIT1ORI SPECIAL PEAMR- • TC OL 10. 0 PSF DRUG CRUSR427 313004 RRE MANUFACTURED FROM 20 GAUGE GRLYRNIZED STEEL UNLESS NENT BRRCING REQUIREMENTS. UNLESS OIHERVISE`,( �'�'�p OTHERWISE SHOWN, IEET[NG REOIIIREMEHTS OF ASTM R446 GRACE R. SFWYN, TOP CHORD SHRLL BE L RTERLLY .BRACED_ "''S� BC DL + 5. O PSF CR -ENG APPLY CONNECTORS TO BOTH FACES RT ERCH JOINT RW LOCATE RS WITH PROPERLY RTTRCHEO PLTYDDO SHEATHING, --•�•�=''�iSHOWN. BERRING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOITO7TCHORO WITH-IRJGLD CEILING,(1fPBRW:YN6 TOT.LD. 31. O PSF 0/R LEN. 33 -O -O `c '�'` OUR.FRC. 1.25PITCH 5.0/12 DESIGN STRNDRRos ca+FDAnI YI7H WPLICABLE PROVISIONS of FFI:..00.NDT USE THUS `.�_.�.., -NDS File - TPI (ACTI. DESIJd WIIH FIRE RETRRO'U1T TDERTEO LUABER. .•- ,% p L= p p p C= ..-TPI - TRUSS PLATE INSTITUTE NOS - NATIONAL DESIGN SPECIFICRTION FOR WOOD CONSTRUCTION 11-10 •: Zt ;'-_ +�' SPACING 24.0' TYPE CO M N - - JUG,: 1 46 !. I TOP CHORD 2X4 FIR -LARCH s1 BOT CHORD 2X4 FIR -LARCH *1 WEBS 2X4 FIR -LARCH STANDARD r CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #►2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. + Bottom chord checked for 10 PSF live load. IITrO luaIIT C110U?TTCn OV TOIICC CAOD 7PATAD TC X -LOC L -R: 0.29 8.57 16.50 24.42 28.71 BC X -LOC L=R: 0.29 8.57 16.50 24.42 28.71 (nn SINGLE CUT WEB *-BC:3 ;2 ENDS:1,5,7 N v * 1X4=*3a HEM- F,•IR;OR=BETTER..CON-T.IN000S-,LATERAL -BRAC ING TO 00 •"BE"EOUACL`y,�S-P:AC_-E-D. ATTACH=WITH (2) 8d; NAILS'.: �BRAC_ING 14 MATER'IAL TO B_E SUPPLIED_AND ATTA-CHEDyAT' BOTH•ENDS`TO A W SUITAB-1:E-SUPPORT BY ERECTION CONTRACTOR.` - W _ O TOP-CHORD_SHALL =BE-LATERALLYzBRACE D-WITH_P ROP ERLY.:- CONN ECTE D O PURLINS SPACED AT=A MAXIMUM OF'24""O.C.;-�--"` - 4X4 24" 0. H. IG -6-0 _x_12-6-0 C'33=0=0 -Stubbed -To t' `' �29=0-OeOVER=2=SUPP0_RTS`- � R-BB19 W- 3.50" - R-BB19 W- 3.5D' PLATE TYPE --ALPINE SEON--147905 FURNISH R COPY OF PHIS DESIGN TO ERECTION CONTRACTOR REY 13.0.7 SCALE - 0.250C ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOAIRE EXTREME CARE DESIGN CRIT REFR4277753 p p p o p * *IMPORTANT*•* SHRLL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND p p p p DEVIATION FROM THESE sPECIF[CRTIOHs OR ANY DEVIATION FROM BRRCING.SEE-BYT-76•,[BRRCING Yom rRu6sEs: TC LL 16.0 PSF DATE 11769/v C= p [= p THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND flECCAMENORT[ONS-•TPII. SEE ''•'. p p p p WITH THE •OURLII7 CONTROL MFriUAI' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR FOO[TIONRL SPECIAL PERMR- •� TC OL 10.0 PSF DRUG CRUSR427 87313008 p p p p RRE MANFRCTLAEO FROM 20 GAUGE GALVANIZED STEEL UNLESS TENT BRRCING REQUIREMENTS. UNLESS OTHERWISE [j,/p� Ck wAiY�i k BC DL .� 5. O PSF CR -ENG 1 r� p p OTHERWISE SHOWN, MEETING REOIIREMENTS OF ASTM A446 GRACE A. SHOWN, TOP CHORD SHRLL BE LATERALLY BRRCED •��'_'•�(� �� j• •� LPIN p IRPPLY CONNECTORS TO BOTH FACES AT EACH HINT RPO LOCATE RS WITH PROPERLY ATTACHED ALYYmO SHEATHING, �, +�; I TOT. LD. 31.0 PSF 0/R LEN. 29 -0-0 SHO N. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN:' BOTTOM-CHORD'Y[TH RIGID CEILING 4iii-e RLbG TRUSS p DESIGN STANORRDS CONFORM WITH APPLICABLE PROVISIONS aF ` f313 •QM.dtEfd6® m NOT USE 1HI5 ;. y OUR, FRC. 1.2`J PITCH 5.0/12 .NOS AND •TPI (PCT). DESIGN WITH FIRE RETRRURNT TREATED LUMBER. ,'�'_.:;� --•��••.''.� SPACING 24.0 TYPE COMN- - p p p p p p •--TPI - TRUSS PLATE INSTITUTE, NOS - NATIONRL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION/ . r'7i'' '-��J L A T T o -i �r Jun: 14047 MAI TOP CHORD 2X4 FIR -LARCH *1 BOT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANDARD In1J umaiwn nA3 occii rmcrmmmu rmurt I,v Plrl/ICR 1ttrVI, 3UDr1II I U U DT IMU33 rmomit-ALVR fo CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO -RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR *PLATE LOCATIONS ON TYPICAL JOINTS. - CONCENTRATED LOAD LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR TO INSURE PROPER ERECTION. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. Conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. #1 hip designed'to support -7=7=11 jacks with no 'web -s—.1 TC X -LOC L -R: 8.29 6.91 11.69 16.5E 21.31 26.89 29.71 BC X -LOC L -R: 8.29 7.15 11.69 16.58 21.31 25'.85 29.71 En ?2- D M P L_E -TE�TR US -SES --REO=U-*I-'R Eu FASTEN TOGETHER WTTH—i—i-6D-NA`IL•S'`lH IP py Co TOP CH -------------------- r16. O.0 v WEBS ---------------- 4 O.C: STAGGERED �w-- #BOT CH ------------------ 16. O.C. Cj CD SINGLE CUT WEB #-2 ENDS:1,3,5,7,9,11 O CD TOP -CHORD -SHALL BE -LATERALLY BRACED_WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24. O C. Y 1 All nails specified are common wire nails. -IIX4'43-HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING T0' ;BE EQUALLY SPACED`ATTACH'-WITH-(2)`8d NAILS. BRACING-� `MATERIAL TO BE SUPPLIEO_AND;AT.TACHED-AT BOTH ENOStTOrA — t SUITABLE-SUPPORT-BY_ERECTION`CONTRACTOR: This draviog,alao--speciflee Aesfgn'for'common blp'�truscea'to be„used'B24^ O. C._(]. p19)• -Use same. lumber. coni l gurat foo.. and plates.-Yatend top chord to hlp rafter and support every 4-0-07$ 'grace flat top chord* /2X4 lateral bracing 024 .O.C.-Pastes Z:eacb cbord rlth�--16dnail*.” 8X8 1X3 3X6. -3x6 5x6 5X4 12 12 Q 5.00 3X6 1.5X3 3X12 7X6 2.5X4 3X12 2X4 24" 0. H. 7-7-11 17-8-10 4-7-11 30-0-0 OVER 2 SUPPORTS g,4q R-22111 W- 3.50' R-246jf W- 3.50' PLATE TYPE --ALPINE SE0N--147908 # FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.0.7 PPSAII SCALE - 0.2500 ALPINE ENGINEERED PRODUCTS, INC. - TRUSSES REQUIRE EXTREME CARE DESIGN CRIT REF -- (_ (_ � o -**IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND ~^ 0ATRUS TC LL 16.0 PSF ORTE 11/09/87 OEVIAiION FROM THESE SPECIF[CRTIONS OR ITNY OEVIRTION FROR BRRCING.SEE 'BYT-7G', (BRACING YDOD TRUSSESTHIS DESIGN OR RNT FAILURE TO BU1LA THE TRUSS IN CONFORMANCE COMENTRRY AND RECOMENORTIONS-*TPI). SEETC DL LO .O PSF DRVG CRUSR427 87313009 WITH THE 'OURLITY CONTROL MANUAL' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR RODITIDUAL SPECIAL PERMR- ARE MRAffACTLAEO FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REQUIREMENTS. UNLESS OTHERNIM OTHERWISE SHOWN, MEETING REQUIREMENTS OF'RSTM R44G GRADE R. SHDYN, TOP CHORD SHRIL BE LATERFLLY OHHUED, BC OL S . 0 PSF CR -ENG I<=3RPPLT CONNECTORS TO BOTH FACES RT ERCH JOINT RW LOCATE RS WITH PROPERLY ATTACHED PLTYGBD SHERTHING� /� TOT.LD. 31 .0 PSF 0/R LEN. 3O- -OSHOVN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. .aDTTCM CHORD-WITH--RIGTO-CEILING-/R-BALINGDESIGN STRNOPRDS CONFORM WITH APPLICABLE PROVISIONS OF 'W NITr'USE THIS �;" OUR.FRC. 1.25 Pitch' 5/12 .NOS AND *TPI (PCT). DESIGN PITH FIRE HETRRORNT TREATED LUMBER. �'.-.`.�:`•. � G *--TPI - TRUSS PLRiE INSTITUTE, NDS - NATIONAL DESIGN SPECIFfCHiION FDR MOOD CONSTRUCTION n = - Setback: 7- 7- 1 1 TYPE SPEC - - anR_, Id62'9 MAT THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X4 FIR -LARCH *1 ` BOT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #'2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - 4X4 TC X -LOC L -R: 0.29 6.50 12.71 BC X -LOC L -R:* 0.29 6.50 12.71 tC SINGLE CUT WEB *-BC:1 NJ v TOP-C-HOR-0 -SHALL B'E-C'ATERAL'L'Y`BRACED_WITH_PROP_ERLY4CONNECTE_D--7m PURLINS SPACED AT A MAXIMUM OF 24" O.C.-,- w IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS Tj FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO CD VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFORM t~ -- TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 24" O.H. 6-6-0 -6-6-0 24" O.H. I- ' 13-0-MVER: 2.R5UPP-ORTS R -3B59 V- 3.0" &OP R-3659 V- 3.5D' PLATE TYPE --ALPINE SEON--147915 s FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.0.7 SCALE - 0.5000 p p p p O p C= p p p p p p [= p O O [= p p p p C= LP I N p p o o TRUSS p G C= C� G� IMPORTANT PINE ENGINEERED PRODUCTS, INC. **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY DEYIRTION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TNf 'QUALITY CONTROL IYiiURL' BY TPI. ALPINE CONNECTORS ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS OT SHOWN, MEETING RECDIREMENTS OF ASTM R446 GRACE R. APPLY CONNECTORS TO BOTH FACES RT EACH JOINT ANO LOCATE AS SHOWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. DESIGN STANDARDS CONFORM YITH APPLICABLE PROVISIONS OF -NOS AND -TPI (PCT). TRUSSES REDJIRE EXTREME CARE WARNING IN HANDLING, ERECTION AND BRRCING.SEE 'BYT-76-, [BRACING MOOD TRUSSES COMMENTARY FWD RELCTIMENORTIDNS-71). SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- HENT BRACING REDUIREMENTS. UNLESS OTHERWISE_ SHOWN, TOP CHORD SHALL BE LATERALLY BRACED- .VIIH PROPERLY RTTRCHEO_PLTYDOD-SHE '80TTOM.CNORD_Y[TH RIG_ID_CEILIHG-:RTHING, DO NOSE THIS DESIGN YITH FIRE RETRHUfiNT TREATEU'BEA. _ ;;:-`:;�'�'•�'`_ :�`��:-, .,i..r;.1 "•:,:;;:, ;, '�:":`.•" � / �'• " ,I/ ' =`•:' �� (I`} Y I ,! 7 • ="+ * ! �r `: •/�-:- _�'- ""•O /-/-'rnT..; ;��-%�� DESIGN CRIT REF -- p TC LL 16.0 PSF TC OL 10.0 PSF 5.01 . ryO PSF 8C DL 5. TOT . LO . 3 1.0 PSF DATE i i /09/87 ORNG CRUSR427 67313011 CR -ENG 0/A LEN . 1 3 -0-0 �7 OUR. FRC, 1 , 2S PITCH S .0/12 SPACING 24.0" TYPE COMN - - •-.TPI - TRUSS PLATE (NSTITUTE NQS • NATIONAL DESIGN SPECIFICATION FOR VOOD CONSTRUCN JOBi 14631 MAI I MI5 Utb ium r(AJ Ilttm rKtrAKtU rKUM L.VPIr U! I tK l "rU I. Ju:31'II 1 I LU OT. hKUJJ rABK 1L•A I VK TOP CHORD 2X4 FIR -LARCH *1 f BOT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 139 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - Conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. TC X -LOC L -R: 9.29 5.77 6.58 7.23 12.71 � BC X -LOC L -R: 9.29 6.59 12.71 ccnn SINGLE CUT WEB *-TC:1,3 ;2 ENDS:2 N - v TOP CHORD,-SHALL-BE-LAT-ERAL.LY BRACED-WITH-,P,ROPERL-YwCONNECTED m BURL-I_NS_SP_ACE.D_AT A_MAXIMOM OF 24.:_ 0_ C_. - v G) IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS Ej FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO CD VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM Ij TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 6-6-0 L 6606 IF 1.5X3 truss -des igned-to-support-6-6-0i-of- conventionally.._ d=hip fill. Hip raf_ters_ar-e_supp.o.rted @_peakw%ceiling s=framing-to�B:C:`froE o'er ne sid97and 2=0=0_spl t loading opposite side. 5-8-14 1 1-6-3 1 5-8-14 24" O:H. -- - 24" O.H. 13-0 :-D-OVER-2-SUPPORTS D�� R-9179 Y- 3.50' ` �+�/[ R-9179 1i- 3.50' PLATE TYPE --ALPINE SEQN--147916 It FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.0.7 SCALE - 0.5000 •fiP[NE ENGINEERED PACOUCTS, [NC. TRUSSES REWIRE EXTREME CARE DESIGN CRIT REF -' 0 0 0 0 0 0**IMPORTANT** seaL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND C=ATRUSS DEVIRTION FROM THESE SPECIFICATIONS OR ANY OEV]ATION FROM BRRCING.SEE -BUT-76% (BRACING 9000 TRUSSES :=.'"' ' TC LL 16. O PSF DATE 1 1 /6920 O THIS DESIGN OR ANT FR[LDRE TO BUILD THE TRUSS 1N CONFORMANCE COMMEJITARY PNO RECOMMENORTIOIS--Tpi). SEE ��.�'" � i '"' ��`�':.,:> C= PITH THE 'OURLItt CONTROL IFi1UAl' BY TPI. REPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- 7;',•,`^� TC DL 10 . O PSF ORNG CAUSR427 87313012 C= ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS KENT BRACING REQUIREMENTS. UNLESS OTHERWISE. i; _ /„�•�>%��` / OTHERWISE SHOWN, MEETING REWIREMENTS OF ASTM 9446 GRflOE SHOWN, TOP CHORD SHALL BE LATERALLY BRAC f,- ¢A BC DL 5.0 PSF CR -ENG 2 }= oAPPLY CONNECTORS TO BOTH FACES RT EACH JOINT AND LOCATE AS WITH PROPERLYRTTRCHEO PLYWOOD SHERIHING, '-� •�� n_•TOT.LD. 31.0 PSF 0/R LEN. 13- -0 SHOWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN.• _BDiTOt CHORD�Y[TH,,,,HIGIO�CEIIING_ 'r ` `!�. DESIGN STANDARDS CO FORM WITH RPPLICRBLE PROVISIONS OF m NOT USE THIS DUR .FRC . 1 , 25 Pitch. C=•NOS AND *TPI (PCT). RESIGN 1I1H FIRE RETRRORNT TREATED LUMBER. ` Z�'`"..: . - TYPE p [= C'= O [= C= C= • TPi - TRUSS PLATE INSTITUTE NOS . NATIONAL DESIGN SPECIF(CRT70N FOR VDOD LONSTRUCTICN-/,•`�r'7 + Com:•.' '� Setback : Term. 1 -n� Y.ti. .JOB: 14612 MAT TOP CHORD 2X4 FIR -LARCH SS BOT CHORD 2X8 FIR -LARCH SS WEBS 2X4 FIR -LARCH STANDARD THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR ri CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 6"�-riomial bearing-required;or4""nominal"bearing`with 2X8X1-2'Y¢6loc1Z`same grade and' species as chord member. Attach=w/-8=16d-nai•1s— Refer to drawing 139 for nail spacing information. Conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss o� ricator. Persons erecting_trusses_are_cautioned to 6XT2 seek advice by local professional - engineer �`++ --- _ - - -- engineer regarding conventional framing. 5.00 PLATE TYPE --ALPINE O O O O O O OATRUSS 0 0 0 0 0 H= o - 3X7 TC X -LOC L -R: 0.29 3.23 5.98 7.92 9.77 12.71 BC X -LOC L -R: 9.29 3.23 5.32 7.68 9.77 12.71 tC SINGLE CUT WEB Ott -2 ENDS:1,3,5,7 ti TH-IS-H`I-P—GIRDER�DES _IGNED_.TO,-CARRY. 33' 9" TRUSSES -FROM -ONE co SIDE=FRAMING�TO7BOTTOM CHORD, AND 5219- JACKS_FRAMING v T,OyOTHER_SIDE. JACKS HAVE' NO WWEBS _ _ w C.t TOP�CHOR-O-SHAL L -BE-LATERALL•Y-BRACED^WI-TH-PROPERLY-CONNECTED O RURL-INS-SPACED AT' A-MAXIMUM :O.F 24_0._C-.'' � 4X12 2.5X4 \T\Q 5.00 - - - - - 3X7 - 3X7 2XB 8X8 8X8 , 2X8 3X7 r-9 5-9-12 � 1-4-8 � 5-9-12 - + 13-0-0-OVER`2"SUPPORTS; ~"" o_j R-3710# W- 3.5D' R-3710# W- 3.50" SEON--147903 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.0.7 PPSAII SCALE - O.SODD ALPINE ENGINEERED PRODUCTS, INC. f T M P ORT R N T SHALL NOT BE RESPONSIBLE FOR RNr OEYIRTION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TAE -DUALITY CONTROL M N.URL' BY TPI. ALPINE CONNECTORS ME MFNUFRCTLRED FROM 20 GRIME GALVANIZED STEEL UNLESS OTHERWISE SHOWN, MEETING RECUIREMENTS OF ASTM R449 GARDE R. RPPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCRTE RS SHOWN. BE RING WIDTHS ARE 4' NDMINRL UNLESS OTHERWISE SHOWN- DESIGN STANDARDS CCNFDRA WITH APPLICABLE PROVISIONS OF -NOS AND -TPI (PCT). TRUSSES REQUIRE EXTREME CARE WARNING IN HANDLING, ERECTION AND BRFiC]NG.SEE 'BYT-76-,(BRRCING Y000 TRUSSES: COMEHTRRY AND RECOMMENDRTIDNS--TPI). SEE`;'^"' THIS DESIGN FDR ADDITIONAL SPECIAL PSM- NENT BRACING REQUIREMENTS. UNLESS OTHERWISE- SHOWN, TOP CHORD SHRLL BE LATERALLY BRACED? PITH PROPERLY ATTACHED PLYWOOD SHERTHING, 8.OTTCM CHORD V[TH-R1GIO GE ILING_BftBRRI�NNG- - 00 NOT USE THIS -DESIGN WITH FIRE RETRRORNT TREATED LUMBER. ..- _ .- ` �� I } CA~• ,•� „� :�� -::sii•:, =<< �' � •' �- `'- ' •. .:�� ' • �'? ''!r '."`�',`:, �' •:''• .N � 7 . �.:�'=`' • DESIGN CRIT REF -- TC LL 16.0 PSF TC DL 10.0 PSF IBC DL 5 . O PSF TOT. LD. 31. O PS F OATS 11/09/97 DRVG CRUSR427 87313007 CA -ENG K --0/R LEN. 13-0-0 OUR. FRC . 1.25 PITCH 5.0/12 SPACING SEE R BOVE TYPE HIPS --GIRD ---TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR VOOD CONSTRUCTION l:+ti•�.►�/'tllP'MaK,.+.r> .----.-. ��c•�y,•rwr.�+.wr�aW:r...•t;�;ey&••,•:,.. _--cq STANDARD JACK DETAIL Spacing X141 O..G. Max. Deflection Criteria: Rafter slopes 4 4:12 Rafter slopes 3 4:12. ceiling joist �r,ngl,r.•4rr. •:. _`'S^r'o�•i_ o..�:iq•Y, RgNRq�rKNM!M.Ctu`- v.hv.Mra .. L/240 2X4 standar4 tW 15X3 L/ required it.. '- rafter not ----mss 1 this pnd. at of Ceiling J.. ist 1.5X3 Rafter H". Clear Span Rafter Sloe 4 4:12 Rafter Slope.>4 4:12 but 7:12 CeiliJoist �iwww. w f/ ' i �wigluS i w wwng Live Load = 20 20 20 20 16 16 20 20 10 10 Dead Load 7 10 14 15 7 . 15 10 -15 5 10 Duration Factor ¢. 258 258 2% 251 258 258 158 150 1.001-00 S1zE GRADE 9"-s 1, RAN- �•� �� / 3,025,597 - CONST FL 5-9-6 5-4-0 5-0-0 4-11-Q 6=1 =0 1,5-1-0 5-1-0 4-9-0 6-9-0 5=10-0 2X4 02 FL 7-2-0 6*11.0 8-4-0 7-6-0 7-6-0.6-11-0 8-9-0 7-11-0_ 2X4 01 FL 7-4-0 7-1-0 6-9-0 - -0 8-6-0 7-8-0 ')7-9--0 7-5-0 8-10-0 ar1-0 2X4 SS FL 7-4-0 7-1-0 6-9-0 6-9-0 8-6-0 7-8-0 7-9-0 7-5-0 8-10-0 8-1-0 2X6 02 FL 11-4-0 10-11-0 10-6-0 10-4-0 13-0-0 11-3-0 11-0-0 10-1-0 13-9-0 12-6-0 2X6 01 FL 11-6-0 11-1-010-8-0 10-6-0 13-4-0 12-1-0 12-0-0 11-1-0 114-0-0112-M 2X6 SS FL 11-6-0 11-1-0 110-8-0 10-6-01 113-4-0112-1-0112-0-0111- -0 14-0-0 12-9-0 It is the responsibility of the building designer and truss fabricator to review this drawing prior to cutting lumber to .verify that all data, including di ions and loads, conform to the architectural plana/specifications and fabricator's truss layout. ALPi1V MPORTAMT- MANE ENGINEERED PRODUCTS. INC.. SHALL NOT BE IWlPOksal FOR ANY DEVIATION FROM THESE SPECIFICATIONS 011 ANY DEVIATION FROM THIS DESIGN OR ANY FALURE TO SINLD THE TraM IN CONFORMANCE WITH THE ••GIM CONTROL NAVAL- BY TP1. ALPINE CONNECTORS ARE MANUFACTURED FROM 20 GALM GALVANIiED STEEL UNLESS OTW WIFE SHOWN. MEFTINO NEOUV"*MS OF ASTM AMS Qft*M A. APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND, LOCATE AS SMOWK BSMIING WDTHB ARE .- NOMSiAL UNLM OTHEMAN BHOWIL 0E9" STANDARDS CONFORM whtylNCAm PlDrMNBNs OF -NOB-SAND TPI.SS OR PCT -S0. 3,025, 2X4 -Mo— A I� RBOUIN MPDANB�:TRUSSCS S] HANI BRACING. SEE `81NT•78• (BiIAC NO` 000 TRUSSER Comm , T A MMEN- DATIONS — •TP4 � ADp TIONAL SPECT I �iIACIN! Ct, REOUIREMENT&W"" SHOWN �•� �� / 3,025,597 TOP CHORD SKU*.' SE LATSMALL : BMCED WITH PROPERLY ATTACH" PLYWOM RHEA- THING. BOTTOM QHORD WITH COAAG = NO. 0002M 2/31 ` DATE: 10/16/87 wT°�1OU 00 wHoT USE HIs D[2Abdd BY: MS TREATED U.AAW I .� F TYPL: JACK DETAIL ECOWATIOMFOR 1M000 _ i I 3312 /11-0 A(p s 'i' n n=2 7 - i 51, -- -. ii.. 7 27cp Vo- nz 14, OT- ice---- _.._ ' .t I •� V z5 /b't4 (�)17-4"ryfa»Y LpNGFE'LLBW LBS{ I ...I I .lrrAJ Il2o JOB:' 14669 MATT THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X4 FIR -LARCH SS BOT CHORD 2X8 FIR -LARCH SS WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE 'JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." SINGLE CUT WEB #-2 ENDS:1,3.5,7,9,11 TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. All nails specified are common wire nails. * Bottom chord checked for 10 PSF live load. 3X9 14-8-4 R-BIB29 W- 3.5D" 7X10 TC X -LOC L -R: 6.29 30.71 BC X -LOC L -R•: 0.29 30.71 5.58 9.75 13.96 17.04 21.25 25.42 5.58 9.75 14.19 16.81 21.25 25.42 Cn 2 COMPLETE TRUSSES REOUIRED FASTEN TOGETHER WITH : 16D NAILS TOP CH ------------------ 10" O.C. WEBS ------------------ 4" O.C. STAGGERED BOT CH ------------------ 5" O.C. THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: FROM ONE SIDE --33' 0" OF SPAN FRAMING TO THE BOT CHORD OPPOSITE SIDE-- 2' 0" OF SPAN FRAMING TO THE TC/BC SPLIT GIVING A TC LOAD OF 52 PLF AND A BC LOAD OF 486 PLF + 6" nominal bearing required, or 4" nominal bearing with 2X8X12" block same grade and species as chord member. Attach w/18 -16d nails. Refer to drawing 139 for nail spacing information. 7xin 1" tYP- 17-8- _�,��14 —31-0-0 OVER 2 SUPPORT 3X9 :: R-81621 V- 3.50' N V co V _W W O O Cn PLATE TYPE --ALPINE SEON--147900 + FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REY 13.0.7 SCALE - 0.2SOD �- � [_ATRUSS o C� C= C= ALPINE ENGINEERED PRODUCTS, INC. **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM THIS DESIGN OR RNY FAILURE TO BU1L0 THE TRUSS 1N CONFORMANCE WITH THE -DURLITY CONTROL MFNIAL- BY TPI. ALPINE CONNECTORS ARE MRIVUFRCt1AED FROM 20 sR(1GE GALVANIZED STEEL UNLESS OTHERWISE SHOWN, MEETING RECUIREMENTS OF ASTM 8446 GRADE R. APPLY CONNECTORS TO BOTH FACES RT EACH JOINT AND LOCATE AS SHOWN. BEARING WIDTHS ARE 4- NOMINAL UNLESS OTHERWISE SHOWN. DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF .NDS AND *TPI (PCT). TRUSSES REDUIRE EXTREME CARE-! WARNING IN HANDLING, ERECTION A BRRCING.SEE -BUT-76',(BRACING WOOD TRUSSES: COMMENTAfiY RNO RECMMENORTIONS-.TPI). SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMA-TC HENT BRACING REQUIREMENTS. uHLESS DTHERW[SE SHOWN, TOP CHORD SHALL BE LATERALLY BRACED1 WITH PROPERLY ATTACHED PLYWOOD SHEATHING, ,BOTTOM CHORD WITH RIGIDCEILING OR BRACING AS SPECIFIED ON DESIGN. 00 NOT USE THIS ou ION WITH FIRE RETARDANT TREATED LUMBER. IO/ i �• � ��1fj�%�, .. i . _. DESIGN CRIT REF - - 7749 TC LL 16. O PSF OL 1O. O PSF 8C DL * 5.O PSF TOT.LO. 31.0 PSF DATE 11/09/B7 DRVG CAUSR427 87313006 CR -ENG K —— 0/R LEN- 31 O 0 OUR. FAC. 1.25 Pitch: 5/12 [SPACING SEE ABOVE TYPE SPEC - -GIRD ••-TPI - TRUSS PLATE INSTITUTE NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION Tu.c nECIPM uec RCPN PRFPORFO FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR JUIS•: 14511 MAI - --- TOP CHORD 2X4 FIR -LARCH #1 r BOT CHORD 2X4 FIR -LARCH *1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT •2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION UPLIFT LOADS: 700 X - LOCATION:31-88-00 *** UPLIFT LOADS BASED ON DEAD LOAD NOTED BELOW *** BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR TO INSURE PROPER ERECTION. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. Conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. 5X6 5X4 7-9-3 _1_15-7-2 3X9 TC X -LOC L -R: 0.29 6.91 11.19 15.5.6 19.81 24.09 39.71 n C BC X -LOC L -R-: 0.29 7.15 11.19 15.50 19.81 23.85 38.71 En 2 COMPLETE TRUSSES REOUIRED FASTEN TOGETHER WITH 16D NAILS #1 HIP ONLY Ca TOP CA ------------------ 15" O.C. v WEBS ------------------ 4" O.C. STAGGERED BOT CH ------------------ 16" O.C-CD SINGLE CUT WEB *-2 ENDS:1,3,5,7,9 W W THIS *1 HIP DESIGNED TO SUPPORT 7' 8" JACKS WITH NO WEBS. SHIM ALL SUPPORTS TO SOLID BEARING. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. All nails specified are coupon wire nails. This drawing also specifies design for common hip trusses to be used C 24" O.C. (1 ply). Use same lumber, confi- guration and plates. Extend top chord.to hip rafter and support ever% 61-0". Brace flat top chord w/2X4 lateral bracing @ 24 O.C. Fasten to each chord with 2-16d nails. 5X4 5X6 2" typ - 7-1-12 7-11 7 t, 24" O.H. 24"_ 0. H. L 31-0-0 OVER 3 SUPPORTS R-15441( Y= 3.50" R-3930it Y- 3.50' PLATE TYPE --ALPINE SEDN--147892 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE .;'.t. ,�;.� OES II RRNING T N AND REV 13.0.7 R --6151t w- 3.50' C= C= C= O C= C= •I *I F FPORTRN I ** SII U NOT BE RESPONSIBLE FOR ANY IN HRNOLING, — DEVIATION FROM THESE SPECIFICATIONS DR ANY DEVIATION FROM BRRCING.SEE-BWT-76-,IBRRCIN6 YDDD TRUSSES: °.� � ��' :• TC LL 16.0 PSF C=ATRUSS THIS DESIGN DR ANY FAILURE TO BUILD THE TRIUSS IN CONFORMANCE CDMENTRRY RIO RECOMMENOATIONS-•TPII. SEETC DL 1O.O PSF WITH THE -QUALM CONTROL MANUAL- BY TPI. ALPINE CONNECTORS MIS DESIGNFOR f00[T10NRL SPECIAL PERMR- ��ti, I�ARE MANUFRCTUTED FROM20 GAUGE GRLYRNIZED STEEL UNLESS HENT BRACING REOUIRERENTS. UNLESS OTHERWISEBC DL S, O PSF OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM R446 GRADE R. SHOWN, TOP CHORD 94RLL BE LRTERALLT BRACEDRPPLT CONNECTORS TO BOTH FACES RT EACH JOINT AND LOCATE RS WITH PROPERLY RTTRCHEO PLYWOOD SHEATHING,TOT.LD. 31.O PSF SHOWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN: BOTTOM CHORD WITH RIGID CEILING OR BRACING 7. - OUR. FAC. 1.25 DESIGN STRNOPROS CONFORM PITH APPLICABLE PROVISIONS OF F6 SPECIFIED ON DESIGN. W NOT USE THIS C: -UES GN WITH FIRE RETRRORNT TREATED LUMBER. -NOS AND !TPI (PCT). _ -TPI - TRUSS PLATE INSTITUTE NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIUN ii/. '- ISetback: 7-7-11 SCALE - 0.2SCD DATE 11/09/8/ ORWG CRUSR427 873130( CA -ENG i< LGb 0/R LEN. 31-0-0 PITCH 5.0/12 TYPE CSPS - - -JUB: 145x4 MAI TOP CHORD 2X4 FIR -LARCH s1 BOT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH •STANDARD )R1J VCJlta1� nM� ocu� rncrnncV rRVI'1 t.vrtrt��a.R •- r CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REOUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION UPLIFT LOADS: 800 X - LOCATION:33-00-00 *** UPLIFT LOADS BASED ON DEAD LOAD NOTED BELOW *** SHIM ALL SUPPORTS TO SOLID BEARING. BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR TO INSURE PROPER ERECTION. Conventional framing is not the responsibility of fhe truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. All nails specified are common wire nails. 3X8 TC X -LOC L -R: ,9'.29 6.91 11.69 16.5E 21.31 26.09 32.71 • C BC X -LOC L -R: 0.29 7.15 11.69 16.5E 21.31 25.85 32.71 U1 * 1X4 4*3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. THIS *1 HIP DESIGNED TO SUPPORT 7' 8" JACKS WITH NO WEBS. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. This drawing also speclffes design for coon hip trusses to be used @24" O.C. (I ply). Use use ]uadxr.conflguntion and plates. Extend top chord ,.hip rafter and support every 4-0-0. Brise flat top chord v/2X4 lateral bracing p24" O.C. iasceo to each chord with 2-16d ails. 4XG 211 typ 4XG 2 COMPLETE TRUSSES REOUIRED T-7-11 FASTEN TOGETHER WITH 160 NAILS #1 HIP ONLY co TOP CH ------------------ 16" O.C.-. 24" O.H. WEBS ------------------ 4" O.C. STAGGERED W BOT CH ------------------ 16" O.C. Cj R-4015# W- 3.50" R--7189 V- 3.5D" PLATE CD SINGLE CUT WEB *-2 ENDS:1,3,5,7,9 [� C7 N * 1X4 4*3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. THIS *1 HIP DESIGNED TO SUPPORT 7' 8" JACKS WITH NO WEBS. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. This drawing also speclffes design for coon hip trusses to be used @24" O.C. (I ply). Use use ]uadxr.conflguntion and plates. Extend top chord ,.hip rafter and support every 4-0-0. Brise flat top chord v/2X4 lateral bracing p24" O.C. iasceo to each chord with 2-16d ails. 4XG 211 typ 4XG 24" O.H. 7-7-11 17-8-10 T-7-11 — 24" O.H. 33-0-0 OVER 3 SUPPORTS R -15991t W- 3.50" R-4015# W- 3.50" R--7189 V- 3.5D" PLATE TYPE --ALPINE SEDN--147889 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.0.7 PPSAII SCALE - O.MD [� ALPINE ENGINEERED PRODUCTS, INC. **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY TRUSSES REQUIRE EXTREME CARE .WRRNING IN HRNOLINc, ERE.r,TION AND N CRIT REFR421--11421 (•. 16.0 PSF DATE 11/09/87 [�ATRUSS OEVIflTION FROM THESE SPECIF[CflT10Fb OR FIY OEVIRT[DN FROM BRRQIN6.SEE 'BYT-76-,(BRRCING Y000 TRUSSES: ;,.•/',='�:._`��i.;.'�T ;•;f S-"�-�'� •:� DRVG CRUSR427 87313002 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE TF£ -QUALITY CONTROL MANUAL- BY TPI. ALPINE CONNECTORS COMMENTARY FWD RECOMMENORTIONS- 71). SEEWITH THIS DESIGN FOR FOOITIONRL SPECIAL PERMR- �- `-:�� '!/I 10.0 PSF CR-ENGRPPLT RRE MRN(1FRCTIAED FROM 20 GAUGE GRLYRN[ZED STEEL U)LESS OTHERWISE SHOWN, MEETING REDUIREMENTS OF RSTM R446 GRACE A. NENT BRACING REDUIREf1ENT5. UNLESS OTHERWISE SHOWN, TOP CHORD SHALL BE LATERALLY BRACED� ��"'<-li,l, , 5.O PSF [Setback: CONNECTORS TO BOTH FACES RT EACH .HINT AND LOCATE AS PITH PROPERLY ATTACHED PLYY000 SHEATHING, ;stn.:;•;'.-'�-i' f `:D. 31.-O PSF D/R LEN. 33 -0 -0 SHOWN.BEARING VIOTHS ARE 4- NOMINFL UNLESS OTHERWISE SHOWN.. DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF BOTTOM CHORD WITH RIGID CEILING OR BRACINGr� AS SPECIFIED ON DESIGN. OD NOT USE THIS 3u. ;•. '•`:: FAC. 1.25 PITCH 5.0/12 C= C= C= O C= .NOS AND *TPI IPCTI. -MSTGN WITH FIRE RETRRORNT TRERTED LUMBER. '• =' "�_^ �•-•'•;' !'^.'% �'�� •'-� 7'-7-11 (-t (•+np TYPE LiJpo - - *•-TP[ TRUSS PLATE INSTITUTE, TOTE NDS - NATIONAL DESIGN SPECIFICATION IDN FOR MOOD CONSTRUCTION .]AR v I d593 MOT THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT; SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X4 FIR -LARCH #1 r $OT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANDARD ,CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT •2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS iFABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO `VERIFY THAT ALL DATA,' INCLUDING DIMENSIONS AND LOADS, CONFORM 'TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. + Bottom chord checked for 10 PSE live load. 5X4 TC X -LOC L -R: 8.29 8.57 16.58 24.42 32.71 C-) C BC X -LOC L -R: 0.29 8.57 16.58 24.42 32.71 SINGLE CUT WEB *-BC:3 ;2 ENDS:1,5 N - v * 1X4 *3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO m BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING v MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A w SUITABLE SUPPORT BY ERECTION CONTRACTOR. O TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED o PURLINS SPACED AT A MAXIMUM OF 24" O.C. 24" 0. H. _. 1G -G-0 _I !G -G-0 24" O.H. 1.., 33-0-0 OVER 2 SUPPORTS - R-10059 W- 3.51' R -10D59 W- 3.51' PLATE TYPE--RLPINE SEDN--147895 FURNISH R COPY OF T[AIS DESIGN TO ERECTION CONTRACTOR REV 13.0.7 SCALE - 0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE •'=•'-"'`�"'• DESIGN CRIT REFR42/--7746 **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HDINOLING, ERECTION AND - -�• C=AUS OEYIflTION FROn THESE sPECIF[CflTIONs OR A?NY DEVIATION FRDn SRRCING.SEE-BYT-76',[BRRCING Y000 TRUSSES %;•/"i%',�.'•.;, TC LL 1E.0 PSF DATE 11/09/E7 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMNDRTIONS-•TPI). SEEWITH THE -OUTLITY CONTROL MANAiL' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR-TC DL 1O . O PSF DRWG CHUSR427 313004 f1RE MWilU1Ff±CTLREDFROM 20 GAUGE GALVANIZED STEEL UNLESS NEXT BRACING REQUIRE %NTS. -UNLESS OTHERWISEOTHERWISE SHOWN, nEET[HC REOUIRENIEMS aF ASTM R446 GRROE A- SHOWN, TOP CHORD SHALL BE LATERALLY BRACED•=•�� BC OL +5 .0 PSF CA-ENGAPPLY CONNECTORS TO BOTH FACES RT EACH JOINT AND LOCATE RS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, �TOT. LD. 31 .0 PSF O/R LEN. 33-0-0 SHOWN. BEARING WIDTHS ARE A' NOMINAL UNLESS DTHEPo(ISE SHOWN. BOTTOM CHORD PITH RIGID CEILING OR BRACING DESIGN STRNOAROS CONFORM WITH A;PPLICRBLE PROVISIONS OF AS SPECIFIED ON DESIGN. 00 NOT USE THIS / �'' •NOS FJL TPI (FCT1. DESMON Y[�N FIRE RETARDANT TREATED LU'SBm. OUR. FAC. 1 .2S PITCH 5.0/12 C •••TPI - TRUSS PLATE INSTITUTE NOS • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION it -le, �•�"`'== "-1'� SPACING 24-0" TYPE . COMN - - r:l .1na. 1AA?1 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED" BY TRUSS FABRICATOR TOP CHORD 2X4 FIR -LARCH- *1 r BOT CHORD 2X4 FIR -LARCH *1 WEBS 2X4 FIR -LARCH STANDARD TC X -LOC L -R: 8.29 8.57 16.5.8 24.42 28.71 BC X -LOC L=R: 8.29 8.57 16.50 24.42 28.71 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB *-8C:3 ;2 ENDS:1,5,7 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 412949. * 1X4 *3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND BE EQUALLY SPACED-. ATTACH WITH (2) 8d NAILS. BRACING TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.- SUITABLE SUPPORT BY ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. + Bottom chord checked for 10 PSF live load. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. 4X4 r_nj 16-6-0 1 12-6-0 0-1 C-) C rn N V co v w Li O O co 24" O.H. J 33-0-0 Stubbed To 29-0-0 OVER 2 SUPPORTS R-8819 Y- 3.50- - R -BBI# W- 3.50' PLATE TYPE --ALPINE SEON--147905 FURNISH R COPY OF 'THIS DESIGN TO ERECTION CONTRACTOR REY 13.0.7 SCALE - 0.2500 p [= p p p p ALPINE ENGINEERED PRODUCTS, INC. * * I MPORTRNT** SHALL NOT BE RESPONSIBLE FOR ANY TRUSSES REQUIRE EXTREME CARE WARNING IN HANDLING, ERECTION AND - - DESIGN CRIT REF - - pATRUSS 12EYIRTION FROM THESE SPECIFICRTIONS OR ANY DEVIATION FROM BRRCING.SEE-OYT-76-,EBRRCING VOW TRUSSES: TC LL 1 R . 0 PSF DATE 11/09/87 ORVG CRUSR427 87313008 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE THE 'OURLITT CONTROL MRNLML' BY TPI. ALPINE CONNECTORS COMENTRRT PND RECCMMENOAT[ONS--TPI). SEE THIS DESIGN FDR ADDITIONAL SPECIAL PERMR- '''' �'�WITH � TC OL 10.0 PSF CR -ENG ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REOUIREMENIS. UNLESS OTHERWISE %l�' •CrA tl a,'G+�! � •� BC DL �. 5 . O PSF OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM 8446 GRADE R. RPPLT CONNECTORS TO BOTH FACES RT ERCH JOINT AND LOCATE AS SHOWN, TOP CHORD SHALL BE LATERFiLY BRACED WITH PROPERLY ATTACHED PLYYOOO SHEATHING, .p i_ •/, ::..o TOT.LD. 31.0 PSF PIS 0/R LEN. 29-0-0 SHOWN. BERRING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN:' STRWM13S CONFORM WITH APPLICABLE PROVISIONS of BDTTCM CHORD Y[TH RIGID CEILING OR BRACING AS SPECIFIED ON DESIGN. DD NOT USE THIS � ��.,:;/ 1pDESIGN -'�-;•```..r�'':!:. OUR. FAC. 1.25 PITCH 5.0/12 SPACING 24. COMN - - p o p p p o .NOS AND TPI (PCT). DESIGN WITH FIRE RETRRURNT TREATED LUMBER. •`i�/ i ---TPI - TRUSS PLATE INSTITUTE NOS - NATIONAL DESIGN SPECIFECRTION FOR Y000 CONSTRUCTION // >> JOB: 14625 MAT THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X4 FIR -LARCH. *1 BOT CHORD 2X4 FIR -LARCH #1 ' WEBS 2X4 FIR -LARCH STANDARD TC X -LOC L -R: 0.29 6.91 11.69 16.50 21.31 26.09 29.71 � C BC X -LOC L -R: 0.29 7.15 11.69 16.50 21.31 25.85 29.71 to CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH 2 COMPLETE TRUSSES REDUIRED REOUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. FASTEN TOGETHER WITH ISD NAILS ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND_ - TOP CH ------------------ 16" O.C. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. WEBS ------------------ 4" O.C. STAGGERED SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.- BOT CH ------------------ 16" O.C. CONCENTRATED LOAD LOCATIONS MUST BE MARKED ON TRUSS SINGLE CUT WEB #-2 ENDS:1,3,5,7,9,11 BY TRUSS FABRICATOR TO INSURE PROPER ERECTION. #1 HIP ONLY Co v W I --- CJ CD O ED TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS PURLINS SPACED AT A MAXIMUM OF 24" O.C. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM All nails specified are common wire nails. TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. • IX4 •3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING To Conventional framing is not the responsibility of the truss BE EOUALLV SPACED. ATTACH WITH 121 8d NAILS- BRACING desi ner late manufacturer nor truss fabricator. Persons MATER' AL To BE SUPPLIED AND ATTACHED 80TH ENDS To A g � p � SUITABLE SUPPORT BY ERECTION CONTRACTOR. erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. #1 hip designed to support 7-7-11 jacks with no webs. This drain.! also apecifiee dum 1Bn for coon hip trusses to be used P24- O.C. (1 p)y). Uae easr luadler.configuratio. end plates. E:tend top chord to hip ratter asd support every 4-0-0. Brace flat top chord v/2Bi ].rare) hrecloB 924" O.C. Paste. to ash chord v1 th 2_16d .a1)s. 8X8 qXF 5X6 EXU 2411 0. He 7-7-11 17-8-10 4-7-11 2X4 F 7-1 L I.4 30-0-0 OVER 2 SUPPORTS —I R-221 19 V- 3.50" R-2461 ik N- 3.50" PLATE TYPE --REPINE SEON--147908 f FURNISH R COPY OF TFIIS DESIGN TO ERECTION CONTRACTOR REV 13.0.7 PPSAII SCREE - 0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE ••- DESIGN CRIUBC T REF - - � C=o C=**IMPORTANT** SKILL NOT BE RESPONSIBLE FOR ANY WRRN I N G IN HANDLING, ERECTION ANit D '�•~ O AUSIS OEYIRTION FRDN THESE SPECIF[CRTIDNS OR RNY DEVIRTION FRDH BRRCING.SEE-BYT-7G-,(BRRC[NG YDDO T'RIASES:TC LL 1 6,, 0 PSF DRTE 11/09/87 THIS DESICN DR RNT FR[LURE TO BUILD THE TRUSS IN CONFORrt9NCE COHMENTRRi RND RECDHI1ENORTIONS-aTPI). SEETC DL 10.0 PSF ORVG CRUSR427 87313009 YITH TIE�URLITT CONTROLtR11RL- BT TPI. RLPINE CONNECTORS THIS DESIGN FOR FDO[TIONRL SPEC[RL PElif)- oRRE NiiUFRCTLREO FRW1 2D (HUGE GiEYRN[ZED STEEL UNLESS HENT BRRCING REOUIREHENTS. UNLESS OiHERYFSEOTHERYISE SHDYN, I'V:ET[NG RED:)IREIIENTS OF RSTN R446 GRROE A. SHOYN, TOP CKXiO SHALL eE LATERFLIP BN11:E0BC DLS.O PSF CR -ENG flC�•�RPPLi CONNECTORS TD BOTN FACES RT EI1CN .AINP RIO LOCRTE RS YITH PROPERLY RTTRCHED PLYYGBO SIiR1HING,~�TOT.LD31.O PSF 0/R LEN.30-0 SK)YN. BERf)1NG V[D1HS RRE 4- K)NINFt UNLESS DTHERYISE SIOYN..BOTTOM CHDRO Y[TH RIG70 CEILING OR BRRC[NC� DESIGN STANDARDS CONFORM WITH APPLICABLE PROVIS1DNs OF AS SPECIFIED ON BfS1GN. DO NOT USE THIS OUR. FAC . 1.25 Pitch ' 5/12 C= "NOS AND *TPI (PCT). DESIGN WITH FLAE RETARDANT TREATED LUMBER. � ��- :c�• � [� D C= C= C= O •-_PPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIF{CHiION FOR YD00 CONSTRUCTION - I - ISetback: 7-7-11 TYPE SPEC - - • Trn Tun11T PIIDY T77c11 OV TDIICC CADD TPAT,10 JUt3i 14bI4 MAI TOP CHORD 2X4 FIR -LARCH SS TC X -LOC L -R: 0.29 3.23 5.$8 7.92 9.77 12.71 BOT CHORD 2X8 FIR -LARCH SS WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R: 0.29 3.23 5.32 7.68 9.77 12.71 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO.BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA., INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. + 6" nominal bearing required, or 4" nominal bearing with 2X8X12" block same grade and species as chord member. Attach w/8 -16d nails. Refer to drawing 139 for nail spacing information. Conventional framing is not the responsibility.of the truss designer, plate manufacturer, -nor tru.s ricator. Persons erecting trusses are cautioned to\5. 6X12 seek advice by local professional engineer regarding conventional framing. 00 - 3X7 SINGLE CUT WEB #-2 ENOS:1,3,5,7 THIS HIP GIRDER DESIGNED TO CARRY 33' 0" TRUSSES FROM ONE SIDE FRAMING TO BOTTOM CHORD, AND 5'10" JACKS_FRAMING TO OTHER SIDE. JACKS HAVE NO WEBS. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. 4X12 2.5X4 1 \ 5. OD 3X7 - C7 C En t N v cm v W W 0 O v 3X7 2X8 BXB 8X8 2X8 3X7 fel + 5-9-12 1-4-8 5-9-12 PLATE TYPE --ALPINE 13-0-0 OVER 2 SUPPORTS R-37109 Y- 3.50' SEON--147903 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR R-3710# W- 3.50' REV 13.0.7 PPSAII SCALE - 0.5000 C= C= C= C= O [= O o [= O [= t= C= C� [= C= C= C= D C= o IN [= 0 [_ TRUSS C= C ALPINE ENGINEERED PRODUCTS, INC. **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THESE SPECIFICRTIONS OR ANY DEVIATION FROM THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CDNFORMRNCE WITH THE MURLITY CONTROL MANUAL- BY TPI. ALPINE CONNECTORS ARE MANUFACTURED FROM 20 GAUGE GRLYRNIZED STEEL UNLESS OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM R446 GRACE R. APPLYCONNECTORS TO BOTH FACES AT EACH JOINT AO LDCRTE AS SHOVN. BEARING Y[OTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN: DESIGN STRx"OS CONFORM WITH FPPLICRBLE PROVISIONS OF .NDS RW •TPI IPCTI. TRUSSES REQUIRE EXTREME CARE WARNING IN HANDLING, ERECTION AND BRRCING.SEE -8YT-76-,IBRRCING WOOD TRUSSES COMMENTARY AND RECO MENORTIONS-•TPI). SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- RENT BRACING REQUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHORD SHALL BE LRTERRLLY BRACED WITH PROPERLY RTTRCHEO PLYWOOD SHEATHING, 807TDM CHORD WITH flIGIO CEILING OR BRACING IS AS SPECIFIED ON DESIGN. 00 NOT E THIS 'DESIGN WI7H FIRE RETRRDANT TREATED LUMBER. "_'/ ' y'.�-' • '� ' r `. `�'^ �/ �1 •� . '' H -j , {,% 7 ti.:.I..' ; Jj C :•+ t .�� : .., `' ``'r..-^-;;':,`''• OESIGN CRREFR421--775T TC LL 16.016.70 TC OL BC OL TOT. LO 31.0 PSF ORTE 11/09/B7 DRUG CRUSR427 87313007 — •, CR -ENG 0/R LEN. 13-0-0 OUR. FRC . 1.25 PITCH 5.0/12 SPACING SEE -ABOVE TYPE HIPS --GIRD ••-TPI - TRUSS PLRTE INSTITUTE NOS - NATIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUC71DN J08'r 14628 MAT THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X4 FIR -LARCH *1 ` BOT CHORD 2X4 FIR -LARCH #►1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." 4X 4' TC X -LOC L -R: 0.29 6.50 12.71 n BC X -LOC L -R: 0.29 6.50 12.71 cnn ;a SINGLE CUT WEB #M-BC:1 N TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED m, PURLINS SPACED AT A MAXIMUM OF 24" O.C. w IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS Ij FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO O VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 24" 0. H. I G -G -O 6-6-0 24" O.H. L 13-0-0 OVER 2 SUPPORTS R -3B59 V- 3.50" R-3859 N- 3.50" PLATE TYPE --ALPINE SEON--147915 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 13.0.7 SCALE - 0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT REF - -1158 -**IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND C=ATRUSS DEVIATION FROM THESE SPECIFICATIONS OR ANY OEVIRTION FROM BRRCING.SEE -BUT-76-,INKING WOOD TRUSSES . �:; ;!'•:��,7 `- TC LL 16.0 PSF DATE 11/09257 C= THIS DESIGN DR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY RID RECCMMENORTIONS--TPI). SEE `�:"�'. � ' [� WITH THE -QUALITY CONTROL MANUAL' BT TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIRLPERMR- TC DL •• 1O .O PSF DRIfG CRUSR427 67313011 O ARE MANUFACTURED FROM 20 GAUGE GRLVRNIZEO STEEL UNLESS HENT BARGING REQUIREMENTS. UNLESS DTHERY[SE ,., f�,,� I,w� ( -' ^p OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM R446 GRADE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED '...,;rI'.BC DL S.OPSF CR -ENG 1� APPLY CONNECTORS TD BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING,TOT. LD. 3 1.O PSF 0/R LEN. 13-O -O SHOWN. BEflR1NG Y[DTHS RRE 9' NOMINfi UNLESS OTHERWISE SHOWN. BDTTCM LHORO YITN RIGID I�ILINC OR BRRCINGTHIS 'fiDUR ,FRC . 1.425 PITCH 5.O/12 DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. 00 NOT USE THIS �;. 1••:•v= -NDS AND -TPI IPCT). DESIGN WITH FIRE RETARDANT TREATED LUMBER. "�`'�„'`��"� I= 0 0 0 0 0 ..-TPI - rRu53 PLATE INSTITUTE NOS - NRTIONRL DESIGN SPECIFICATION FOR W000 CONSTRUCTION �i-i fiai= ='� SPACING 2 .0 ' TYPE CO M N - - JOB: 14631 MAT TOP CHORD 2X4 FIR—LARCH *1 BOT CHORD 2X4 FIR—LARCH *1 WEBS 2X4 FIR—LARCH STANDARD THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICAIOR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT X2949. ALL PLA -TES -ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - Conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. 6-6-0 TC X—LOC L—R: 8.29 5.77 6.50 7.23 12.71 c7 O ' C BC X—LOC L—R: 8.29 6.58 12.71 Cn SINGLE CUT WEB *—TC:1,3 ;2 ENDS:2 N v TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED m PURLINS SPACED AT A MAXIMUM OF 24. O.C. r W IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS w FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO O VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM -- TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. This truss designed to support 6-6-0 of conventionally framed hip fill. Hip rafters are supported @peak w/ceiling joists framing to B.C. from one side and 2-0-0 split loading opposite side. 660# 1.5X3 5-B-14 _5-B-14 24" O.H. 24" O.H. I- 13-0-0 OVER 2 SUPPORTS R-9179 Y- 3.50" R-9179 11- 3.50' PLATE TYPE --ALPINE SEON--147916 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.0.7 SCALE - O.SOOD 0 o C= t= � C 0 [= O O O p p p p O 0 0 0 0 IMPORTANT PINE ENGINEERED PRODUCTS, [NC. ii SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH THE -QUALITY CONTROL MPNUAL- BY TPI. ALPINE CONNECTORS ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS OTHERWISE SHOWN, MEETING REWIRERENTS OF ASTM R446 GRACE R. RPPLY CONNECTORS TO BOTH FACES RT EACH JOINT AND LOCATE RS SHOWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF ANO •TPI (PCTT. TRUSSES REWIRE EXTREME CARE WARNING IN HANDLING, ERECTION AND ORRL'IN6.SEE -BYT-76", (BRACING YDoo TRUSSES:: COMMENTARY AND RECOMMENDRTIONS-•TPI). SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMH- NENT BRACING REQUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHORD SHALL BE LRTERALLY BRACED¢IA WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH RIGID CEILING OR BRACING'TRUSS AS SPECIFIED ON DESIGN. 00 NOT USE THIS DESIGN WITH FIRE RETARDANT TREATED Loam.0 --- = •- --"- �^'. -- .''• �' _• �.-.`'`::� T " = '' :>. -�^y"` !• _ ,,,� /..LPIN , � �- :' = = - 7 .i`' (•^�.••%� CRIT REF - - [EN 16.0 PSF 10.0 PSF 5.0 PSF . 31.0 PSF DATE i l /09/87 ORVG CRUSR427 87313012 CR-ENG- 0/R LEN. 13 0 C. 1.25 Pitch•NDS ck: - - TYPE Term hip •--TPI - iRU65 PLATE INSTITUTE, NOS . NATIONAL DESIGN SPECIFICATION FOR WO00 CONSTRUCTION .µ<n.►+.: +;c"r •-• ..^`»c.^k�f+..44+sv¢yplj�!lli�lp'1C(!xiM1AW�^p::, rs�u.r •... ,.r" "nR+,ry:«e!W.• r ...- - ., ,ney,nen+....,.��ae�.nP.•,...,,•wRi�+Alel�llKmw'O��ne�f' w.., v,�... n,, ..,.... .. 3,025,597 STANDARD JACK DETAIL Spacing 240 O.C. Max. Deflection Criteria: 1.5X3 Rafter slopes 4 4:12 L/2402X4 ., Rafter slopes) 4.12 4/180 standard Ceiling joist required it. � Rafter rafter not -161 . . a -iat i i6d. Ceiling 491st 2X4 1.5X3 M&K Clear Span Rafter 4 4:12 Rafter Slope l 4:12 but �� 7:12 Ceil!. Joist Live Load = 20 20 20 20 16 16 20 20 10 10 Dead Load 7 10 14 15 7 15 10 15 5 10 Duration Factor =. 25% 25% 2% 25% 258 258 158 159 1.00 1.00 SUE GRADE moi:► t. (�� `� 2X4 CONST FL 5-7-6 5-4-0 5-0-0 4-11-0 6-1-0 5-1-0 5-1-0 4-9-0 6-9-015-10-0' 2X4 02 FL 7-2-0 6*11-0 6-8-0 6-7-0 8-4-0 7-6-0 7-6-0 6-11-0 8-9-0 7-11-0 2X4 01 FL 7-44 7-1-0 6-9-0 6-9-0 8-6-0 7-8-0 7-9-•0 7-5-0 8-10-0 srl -0 2X4 SS FL 7-4-0 7-1-0 6-9-0 6-9-0 8-6-0 7-8-0 7-9-0 7-5-0 8-16-0 8-1-0 2X6 02 FL 11-4-0 10-11-0 10-6-0 10-4-0 13-0-0 11-3-0111-0-0 10-1-0 13-9-0 12-0-0 2X6 01 FL 11-0-0 11-1-0 10-8-0 10-6-0 13-4-0112-1-0 12-0-0 11-1-0 14-0-0 12-9-0 2X6 SS FL 11-6-0 11-1-0110-8-0 10-6-01 113-4-0112-1-0112-0-0111 -1 -0 14-0-0112-9-01' It is the responsibility of the building designer and truss fabricator to review this drawing prior to cutting lumber to .verify that all data, including dimensions and loads, conform to the architectural pl&Wspecifications and fabricator's truss layout. A~T.RU$$0$ RDGUIRF IMPORTANT' .. AENGINEERED PRODUCTS. INC.. wA •Hw MJIM Q, a AND BEE "BWT•7$' (BR Nb` �- $HALL NOT DE REVOk$16LE FOR ANY DEVIATION FROM THESE BRACING. i/EC WATIONS OR ANY DEVIATION FROM THIS DESIGN OR ANY TRUSSES COM , T Y MfAEN- TO WILD THE TRU$$ IN CONFORMANCE WITH THE DATIONS—'T pMY•!O FAILURE F' CI144 ®-OUALITV CONTROL MANUAL" NY TPI. ALPINE CONNECTORS ARE TIONAL BPECI jMt �lIACIMNII ti �� 4Y4^ f`� 3,025,597 fiWAIiACTUfEO FROM 70 GAUGE GALVANIZED STEEL WILE88 REOUREMENTS 4HIOIMK } _ OTIINFA1MM $NOWK MEETING REAIAR AIIERM OF ASTM A44$ TOP CHORD BFMLL-,/E LATE�II�Hi� $RACED GRADE A. APPLY CONNECTORS TO DOTH FACES AT EACH JOINT WITH PROPERLY ATTACH RLy1� $HEA- No. C 0?2982 DATE: 10/16/87 AND LOCATE AS WKMIN. $FARING WIDTHS ARE 4- NOMMAL THING. BOTTOM MATH 0CEILING rr 2/31 L �Ph� UM -Oft 00 LOOM OTHEOMM1E $NOW4L OE$HON XTAMDAMO CONFORM OR BRACWG A8 R�(iFL AIIDANT DPAWN BY: MB NfRItMRUCA�aZ�YIF>OIDiLM'NO��ANDTfkaFOR►CT $0 T'�IIET USE SOFdrtVRTHI'D>♦ LU h +l $H0� • NAT1011AL dEflDq G1EpRCAO MR700 TYM: JACK DETAIL 1%. Temp. Pow ! Called Temp. Elec Called Temp. Gas Called JOB FINAL l SiSnak PERMIT NO. - M _. PERMIT EXPIRES OWNER DENNIS & IITANTTA ANTIFR1;0N CONTR. Mil -e qt Pt7PnC ASSESSOR PARCEL 4L-47-07 LOCATION 1-2 121stgriQ Dr, 101- !t�, (hico ��- OFFICE COPY Address — '4G � pate Ag Meter By—,2 . . pates"` ELECTRIC J Meter OFFICE COPY Address r GAS Meter By Dater ELECTRIC ! Meter By Date Temp. Pow ! Called Temp. Elec Called Temp. Gas Called JOB FINAL l SiSnak = OK '0`= Not'OK Not = Not Ready MOBILE MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2.,Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts:Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -81 Date Card -131 Date 10. Roof; Shthg-Roofing Card -131 bate Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -131 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector , 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability .7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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-Panelboa�ds-Ins. to Main in Conduit Card -B1 Date Card -81 Date Card -131 Date Cafd-B1 Date 9. Health Department Approval - 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -131 Date Card -81 Date Card -131 Date SOK o = Not OK - =Not• Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UND R (Plans) OK exce t #'s Date FRA G Continued o " g requirements-SetbaKs-Easements 4 'angers -Post Caps -Anchors -Connectors t ; Soils -Steel -E . Grnd.-/ /" Ftg. Depth 42gAng. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. t ., G ge; Soils -Steel-/ 04" Ftg. Depth ' 46 re lace Ties or Type A Flue -Fireplace Throat 4 t o hes,,& Decks; Soils -Steel-/ /"Ftg. Depth 4 71 ic ess; Size & Romex Protection -Draft Stop -Ins. Baffles 5 wal ;Main; Steel-Blockouts-Wrapped drm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6 t,gwXalls, Garage; Steel-Blockouts-Wrapped 49. g1rage Fire Protection Framing lab; eel -Wrapped rty Line Firewall & Openings 8. P' s—,We e'fte,}:•titeel 5 . xt. Doors -One T -Check Garage -3rd story, 2 exits W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test s Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size-Anchorso n Roof Overhang -Attic Vents -Rafter Outriggers 11. W Pipe; Test-Anchors:Regulator-Service Test ' ng -Nailing Veneer 1 lectric; Underground *.St.Mesh-Drip Screed -Fd. Vents-Underfir. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 5 Is •ng Area Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples ear ails; Nailing -Bolts 15. Insulation .Ins tion-Walls-Clg. r filtration-Walls-Wndw Card -81 Date `Z a3 and -B1 Date Card -131 Date 1 30 hard -61 Date Card -B1 DatWand-131 Data Card -B1 Date -B1 Date PLU rd 1 ater Ht. Vent -Access -Combustion Air Date FINAL (Plans) OK except #'s 7 ater Pie & Anchors -Nail Protection Steps -Door &Sidelight Protection -Landings st- ds & Anchors -Nail Protection Smoke Detector 1 h r Pan; Test, First Floor -Tub Access ur- ace; Vents -Clearance -Comb. Air -Connector - Infaarage; Above Floor -Ducts -Mach. Protection est Tub & Shower, 2nd Floor -Tub Access . Gas Pipe; Size & Anchors . B droom Exiting . G,F.I. & Bath Fixtures & Tub Access -Spa Z7 fLl,. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -81 Date Card -131 Date s &Rails Card -131 Date Card -131 Date . Fireplace or Stove; Clearances -Hearth Date E E IC –('Permit OK except #'s &&rEtec. Outlets at Wood Panel; Int. & Ext. 2 "._OtAe & Transformer Clearance -Ins. Protection 69r•Kft. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance lec. Regaqtacles Spacing -Lights & Switches at Doors f9'Elec. Outlets & Receptacles at Kit. Counter 2 izaxes No. of Conductors -Stapled Qlrearage Fire Door; Swing -Landing -Closer ,pt2 o e nstalled Close to Edge of Studs & C.J. &42l,_44• Duct in Garage -Damper 2 q .Ground made up w/Mech. Fasteners -Bond Gas &Water . Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Mach. Protection 2 ppliance Circuits in Kitchen & Conductor Size Elec. & Mech. Equip. Listed for Location u feed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. u AI Receptacles in Garage; (G.F.I.)-Romx Protec. 2 ° ange Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Inf14ted Neutral Yes No 7 . Insulation -Foam -Looked in Attic es --GUBrd Rails & Deck Construction -Post Caps 3 . . e -Riser Conductors & Ground -Main Disconnect _294drr. Vents & Crawl Hole Door -Drainage & Wood -Earth C earance Looked under Floor ❑ Yes quip. Clearances Panels-Motors-Mech. Equip. 3. lathes Closet Light -Shower Light -Spa Light allowing instld.; Driv� ❑ No; Walks es ❑ No; PI n ers ❑ Yes Blyo Card -131 Date Card -131 Date I.Sr 9.C. U it; Disconnect, Electrical, Plumbing Card -131 Date Card -B1 Date . Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to 9penings. Date ME ANICAL (Permit) OK except #'s firyAter Well; Disconnect, Electrical, Plumbing Ducts Insulation & Support I5xferior Elec. Trim; G.F.I. Receptacle -Underground en Fen; Exhaust above insulation Y4yntilation throughout House ss Protection 351 - ensate Drain & Overflow; Size & Grade 3 ace -Vent; Access -Comb. Air -Return Air Vent -115 outlet . Corr tions from >evious Inpe ons ttic Access & Platform if Furnace in Attic 88. G' est -Met Tagged; -Electric -8& 8 er & Sewer Connected -C/O to Grade -HD Approval 9 . nergy Compliance Certificate -Other Certificates Card -81 Date Card -131 Date Card -61 Date Card -B1 Date Card -61 Date Card -131 Date Date FR IN.G (Plans) OK except #'s Card -131 Date Card -131 Date 3 ' s, ?,raper Material & Anchors Card -131 Date Card -131 Date 3 . W s tdds-Nailing, Spacing & Bracing—Plates-Sound Comments at Final: 4 a ing,.Walls over Girders & Floor Nailing 41 Stop in Walls (rat proof) re Stops; Furred Ceilings -Stairs -Chases -Tub ,Z'43Aeader & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi lie — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE -7 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. N (30 r 1-6 4ry.e"5 A �3 S 1-51 Its u, a > ( b QI 4e, s4- o f LA, QT 1bea-1 5 Nd � 7S <a. G� rc• lw�� S lP1 iln• I N aeiw e Inspector Date M COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico— Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 3 ? S -Y MI -1- A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. UL. n Inspector. V Date �`' 3 CER�Y� OF �\.oTE,OF TIMg�C� ZA -� U C LL' n Z' f O ®ITI DLICENSEE ZC0NF0R.MANCE s /HE UNDERSIGNED MANUFA C TURER HEREB Y CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions. of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has' been at our plant in SPRINGFIELD. OREGON which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: SEQUOIA SURRI Y JOB LOCATION: E.A.E I F I �1TC� CUSTOMER'S ORDER NO. �o ='� O g DATE I I I I H 84FGR'S ORDER NO. 2 n 8 4—C PROOF LOADED END JOINTS E� SIGNATURE COMPANY ROSRnRD I UMRFR ('O TITLE4UALITY CONIR01 ADDRESS (i .i%Nn ST DATE 1/23/88 AITC HEREBY CERTIFIES that the said company at its saidplantis licensed by, .the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Markin respect products which comply with applicable provisions of said Standard, that the adequacy of'the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC,' said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 39472 A AMERICAN INSTITUTE OF TIMBER --CONSTRUCTION y Q 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ENERGY C E R'T I F I C A. T -I O N Anderson res - 13 Pistacio Rd - Chico LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF material Brand Name Thickness(inches) Thermal Resistance (R Value)_ EXTERIOR WALL Material Fiberglass Brand Name Certainteed _�, Thickness(inches) 3;'! Thermal Resistance(R Value) R_ 1�_ CEILING Batt or Blanket 'type Brand Name Certainteed Thickness(inches) , Thermal Resistance(R Value)___ Loose Fill Type- Tnciil eafP TTT Brand'Name Certainteed lb. Minimum Thicknesi(Inches)1_ 1'_�� Number of Bags Wt. per bag Area covered(ft..) Thermal Resistance(R Value) u -ins FLOOR, ELEVATED Material Fiberglass Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inclies) Brand Name Certainteed Thermal Resistance(R Value)_ Brand Name Thermal Resistance(R Value) FOUNDATION WALL Material Brand Name Thickness(i.ncltrs) Thermal Resistance(R Value),_,__ I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. Shasta Insulation # 272941 FI N,XHL/Uld1•41:R _ STATE CONTRACTOR'S LICENSE NO. SICNAYW OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Departt;icnt approvcd.plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically .approved by the State of: California. R14 sl�/Soz COA4 FI _LW E/OWNER (Please print) SIGNATURE STATE CONTRACTOR'S LICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 COUNTY OF BUTTE - DEPAOTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville,•Cali.fornia 95965 - Telephone: 916/538-7541. APPLICATI0WAND' PERMIT ASSESS PARCE NU&I (/a O ZONIN 1 BUILDING PERMIT OWNER GAJI/r S f Vy1#/tJ 1 d TEL PHONE 3-O SQ. FT. OCC. BUILDING VALUATI N OWNER'S ILI G ADDRESS - / C CONjR%CTD,R'S NAME � ELE NONj/ CONTRACTOR'S MAILING ADDRESS (' C Fireplace d CONSTRUCTION LENDER ✓_ UNK OW Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 7 aO ARCHITECT OR ENGINEER)LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 y. Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP S1W%#6�E �� % 1 Water piping 5.00 Jr", 00 Each qas water heater or vent 5.00 py USE OF STRUCTURE SFV Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G 10 00 ea TYPE OF WORK New Addition❑ Remod ❑ Utilities❑ installation[]Other ❑ Describe work: �� Permit Fee- $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service J00V OR LESS 00 AMP OR LESS 10.00 Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): QUI am licensed under provisions of Chapt. 9, Div. 3 of the BuslnesS and Professions Code and y license Is in full rce and effect. License No. Classification /Ex. Fl 1, as the owner. or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. I DWELLING OR AODNS. ACC. BLDG 1/20sgft (f -J NEW coNsrR u '-OUL NON-RESID .BRA C CIRC S 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. OCcup(OUTLETS OR FIXTURES 209501 ewL930 FIXED P(RESIO IREAJ Ex. OCCUR. OUTLETS 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ , Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. hall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating (� Cooling , �L Hood 3.00 Ventilation d' Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. �,�p X �i Date J O� ' Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'01em e lition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP.I CON ST.TYPE /0D ARClL JSCZooTW PD NO 139•J This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR F PUBLIC By P IT EXPIRES Date the applicable prow- resolutions to co fees have been pai J. WORKS Date ? l r Receipt No. Q WHITE-D.P.W.. YELLOW-A9eE3300. PINK-INePECTOR O ! P on L-14 — s� .3 , y+ f, s� ; 7 iY;54--" 4 , .. S`. 4 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION / 7 COUNTY CENTER DRIVE - ORO`:JLLE,,.CA� F,ORNIA 95965 -TELEPHONE: 916/538-7541 r PERMIT APPLJCATI.4N DATA SHEET Z}�j� S�� r Permit No. OWNER ), A. P. No., Proposed Building Use /yS Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . — 2. Plot plans in duplicate/triplicate, signed by preparer of plans. . 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid'' Stamp on Floor Plan. 7 Statement of Intent for pNlon- eated and AC B Idings. _ Fees of $� �•G �140Ot�JL_ 1 9. Letter of signature authorizat'on. . . . . . . . Sanitation approval from _ Health Dept. f 11. Planning approval for (A) Use: (B) Parking:- 12. arking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) _14. Owner -Builder Verification (Given to owner❑, Mail to ownerE]) -..._15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . ` Pre-Inspzc.request to ate) 17. Pre -Inspection for _-. _-..._._- _ Required. Building Inspector/ o 8. Recorded copy of Agricultural Acknowledgment Statement, f /oo p riveway Permit. P*Q/- 1ioU<.. I A_P_ 20. Plot plan approval from city of 21. _ — — 22.When you issue the permit, process as follows: Mail to owner;+U�aiI to contractor_ Telephone and hold for pickup at office, Deliver w/inspector. Other Applicant U ��'�! Date Copy of plans sent Health Dept.; Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. -- —__ 2. Additional items required: ontracto_,_ esigner, owner, was advised of above required data by r!phone�nail_counter by ate ontractor, designer, owner, was advised ci above required data by_phone_mail ounter by date Plans checked by Date Plans approved by Date Ga� Sets of plans on hold in File cabinet AP folder Copy—DPW ' TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location ` AP # Driveway permit /4Oh2 h elde has been issued for the above property. sign ure date TO Build-ina-Vepartment r FROM: Environmental Health SUBJECT: Sanitation Clearance ,_QaMJ4_�, -nn _ L% owner Location APS __.-- Plan Approved for: Sewage Disposal Water Supply _ Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for ::—iL bedroom --tet-home. Other NOTE * * * Sa arian Date NO. DATE ORDER INSTRUMENT A FIRST PARTY JA t—� SECOND P"T D.T.T. NUMBER FOLIO OR TIME FEE del6 AQ �.r 2 3 4 �r V 5 , 6 7 . 8 TO 650(1.83) UAl. NU. NNW14U FILED rs,7n Z Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMEN.0 FOR RESILig ;� DEVELOPMENT RECORDED BUTTE COUNTY Section 26-8.1 of the Butte County Code requires this acknowledgement OFFICIAL RECORDS BY be recorde;l pril:r to issuance of a building permit. BIDWELL TITLE CO, The property described herein is adjacent to land or includedjg�7 NOV I$ A��: 0 within an.area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from CANDACE,,II GRUBB,_ the use of agricultural chemicals, including, but not limited to herbicides est-ici es, Nes and fertilizers; and from the pursuit of agricultural operations including�WK-MRDWEiLL� to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which.have as A' priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be pr.epa_red to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Parcel 1: Lot 7, as shown on that certain Map entitled, "SOUTHGATE ACRES SUBDIVISION", which Map was filed in the Office of the Recorder of the County of Butte, State of California, on September 27, 1979, in Book 72 of Maps, at pages 15 and 16. PARCEL II: A Right of Way for road and public utility purposes over Dunn Drive, now known as Pistachio Drive, as shown on the above referenced Map. Date: 11/13/87 Dennis M.nderson Juanita P. Ande son NCS R"D'"I" rnt.APA t oRic�;N State of Calif. ) On this the 13 _day of 1.9YQ-embex , before SS. me, the undersigned Notary Public, personally appeared County of Buttg___) p_ n S ori • hd e.rL -11 l Ul �Yti.'�14d elle. S Personally known to me.- ; Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) 1'R— e-. subscribed to OFFICAL SEAL the within instrument and acknowledged that A- 4L� ' H. GRE.VIER executed the same for the pur therein contained. > � NOTARY PUBLIC . CALIFORNIA IN WITNESS WHEP.EOF, I herein o set my h d and official seal. PfcNCIPALOFFICEIN a3! 6UT1E COUIITY MY COMMISSION EXPIRES JULY 21, 1989 Notary Public Present A.P. No. ! RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY F ORM I Owner / N04960 X) C 1 imate Zone �� Permit No.. 324W69E2 Flooie Area .2ais 3 Compliance path: Package ❑ A ❑ B ❑ C di&int System' ❑ Budget ®Other MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: ® Roof/Ceiling 3'® B' Wall ❑ Slab Floor Perimeter ❑ Raised Floor (2) INFILTRATION• ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled.. y ®. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped, t Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ® (E) Electrical outlet plate gasket ❑ .(F) Air-to-air heat exchanger. (3) GLAZING: (A) Location Area Glazing %,Floor Area Single Double Triple ® Total Bldg0% /re.6? ® North -- ® East b a� ® South ._ ® West �] Skylights ! •(0 1C (B) Shading Shading Coefficient Description East ® South_ '� 4 ® West , G �. •. -.,. Skylights if Q (C) South Overhang Length of projection 2-4t. Description ❑ (D) Moveable insulation: Area ft Description (E) Thermal mass ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location I ❑ Type - Area Ft.2 HC= R= MC= Location ❑, Type - Area Ft.Z HC= R= MC= Location ,, 7/83 r'KF ., _—Q FORM I ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be•equipped with tight fitting closeable metal or -glass doors covering the entire -opening of the firebox; a combusion air intake equipped with a readily accessible, openab le, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with.a readily accessible control. *1(5) HEATING, VENTILATING; AIR CONDITIONING SYSTEM (A)..:°Heating I Central Gas•Furnace (brand and model number) Btu/hr (heating capacity) Heat Pump. (brand and model number) Btu/hr (heating capacity at 47°F) Active Solar model number SE ACOP ,type (liquid or air) Collector brand and _ ft2 solar fraction collector area collector orientation collector tilt rated y -intercept rated slope , CEJ. Other 0060 $ M d /IL (describe) *1 (B) Cooling Electric Air Conditioner, (brand and model number) (seasonal EER) Btu/hr, (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (Q (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. `. 7/83 2 FORK -1 (6) DOMESTIC WATER SYSTEM ® -(A) Gas Only Gallons (brand and model number) (tank size) Q Heat Pump w/Electric Backup (brand and model number) Gallons 2 (tank size) 1 * Active Solar (collector brand and model number) (rated y=intercept) (rated slope) (solar fraction) ft2 :(backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) Q Location of Solar Panels ❑ Other (Describe) :(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. ® (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned .,space shall be insulated with a minimum of R-3. Steam.and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot-water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). ® (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards.and shall be certified to the Energy Commission. (7) LIGHTING ® (A) Lamps used in,luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(8), and fill out the following: AD Heating: Winter design temperature ? elevation � Zey.2', heating load ?a . BTU e �vstipn—factor x heating load maximum outlet capacity gas furnace ee77�� BTU Cooling: Summer design temperature to L -a', cooling load U, (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE) *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar: panels. Y: ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. ,.,'7/83 SIGNATURE/ OF BUILDING DESIGNER OR APPLICANT M RESIDENTIAL_ PLAN..CHECKING GUIDE (CONVD) 7/85 MISCELLANEOUS'ITEMS TO LOOK OUT FOR (CONY D) arage door or porch header sizes. � Adequate bracing. 10-s—Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. � �� exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). 13.�Attic access and ventilation (Sec. 3205). floor access and ventilation (Sec. 2516). 1 ,eiood stoves, clearances, alcoves & 1 -hour shafts. lb/ Combustion air for fuel burning appliances. mise requirements on duplexes. adobe soils - special foundation design. dining walls requiring design. Unusual shape, size or split level house requiring lateral design. 9 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX &'MISC. ONLY) 7/85 Bldg. Permit # -37Sy 8'% OWNERUNINIS A V OA -c SO -4 A.P. # 4/0 - R'7 -Gb 7 , GENERAL i! oning requirements: (sideyards and number of permitted living units). i�aluation. lans signed by designer. .;Eaergy Design and Compliance. 5(/ Existing violations on property. PLOT PLAN PLAN mplete parcel size and dimensions. Setbacks, sideyards, easements, etc. /Other buildings or structures. 4, Grading, fills, drainage. ood hazard. &eo Special conditions on creation map or compliance document. FLOOR PLAN mplete to scale plan with dimensions. ?-- Required windows for light and ventilation (Sec. 1205). ,�quired windows for second exit (Sec. 1204). ; ylights (Chapter 34 & Sec:. 5207). Aman impact glass (Sec. 5406). 6•/Rwired room sizes, ceiling heights (Sec. 1207). - .F.C.I.'s in baths, garage and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of chanical equipment.. cations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. l�a age firewall, door size, and closer (Sec. 503(d)(3)). 1 3'0" exterior exitj�aar (Sec. 3304(e)). 1LO-Iri-I&-.ace and wood �Sve location. 1 Smoke detectors (Sec. 1210). STRUCTURAL DETAILS b� ndation plan complete enough:.:to construct building: or construction details complete enough`:to construct building. vations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. -��place construction details and calcs if necessary. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR W _EExx9osure I plywood on exposed locations and overhangs. 2+f�irway details: landings, rise and run, head clearance, handrails (Sec. 3306). 3f/ Guardrail details (Sec. 1711 & 3306(j)).. ,lPeck or stone veneer (Chapter 30). xte r plaster - weep screeds (Sec. 4706). Ar per roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. Table 3-3a. Ceiling Insulation Points ZONE 11� I R -Value of Insulation I I 1 Points OWNER /�/EY'aL�i✓.. POINTS PERMIT NO, -" %6 '� ASSIGNED ACTUAL ( +3 1 1 49 i +4 1. SLAB - INSULATIONAs I Total 'S 2. RAISED FLOOR - R-19 12. t L of 3. CEILING - R-30 p-' 1 0.42- 10.41 1 4. WALL - R-19 g�� .3 _5 Glazing Pte I Area 1 1.10) 10.65) 1 0.41)1 5. NORTH GLAZING - 2.41-3.64 - olntsl 6. EAST GLAZING - 2.5-3.6% 7,8 4" /0 7. SOUTH GLAZING - 1.6-3.6% 5+0 ! � 4 I I 4.3- 5.0 I si--'sa -e I 6 � S. WEST GLAZING - 2.9-3.6% N 70 - ' +1 " 0-1.3% &Z 1 1 ! 5.7- 6.2 i 9. SKYLIGIIT - ! -S I -6 I 15. 10. SHADING (Exclude Overhang) 1 2.4- 3.6 i I 3.7- 4.8 I -2 -4 EAST - .66-0 ! 6.3- 6.9 I ! . 7.0- 7.6 I -15 1 -18 I SOUTH - .19-.42 16. HEAT PUI1P (EER) 7.5-7.9% WEST - .13-.36 -7 -9 ! -4 I -6 SKYLIGHT - .37-.57 , '•' �► Table 3-3a. Ceiling Insulation Points I -7 I I o I I R -Value of Insulation I I 1 Points ! 19 I -4 ( 22 I -2 +6 +6 ! I I 30 ( +3 1 1 49 i +4 Table 3-4a. Wall Insulation Points R -Value of Insulation 1 Pointe Table 3-7. South -Facing Glazing Pte Table 3-10. Shading Coefficient Points I 1 Glazing Type I I SC by I 1• Total I i t Orien- 1 2 FTnar Ar-. 1 2 of I Sngl, I Dbl, Trpl, I Floor ' I (U - I (U - I (U - I I Area 11.10) 10.65) 1 0.41)1 I !points I mints i ointsl 0 +3 +3 +3 1 up to 1.5 1 +2 1 +2 1 +2 1 1 1.6- 3.6 1 -1 I 0 1 0 1 I 3.7- 5.2 1 -4 I -2 1 -2 1 5.3- 65 •- . 1 -9 ! -r' I =5 1 7.8- 8.9 1 -11 i -8 1 -7 1 9.0-10.0 I -13 I -10 .I -9 I 10.1-11.5 I -17 1 -13 I -11 I 11.6-13.0 I -21 I =16 I -14 I 13.1-14.5 I' -25 1 -19 I -16 I, 14.6-16.0 I -28 I -22 I -19 I 1 11 I T�o e I -7 I I o I Table 3-8. West-FacingGlazingPts. 8 P I o I up to 1.3 I • i +5 +6 +6 1 +6 +6 ! I I 30 ( +3 1 1 I Glazing Type ! 1 I I I Total I I ! +5 1 I +3 ! 12. t L of 1 Sngl, I Dbl, I Trpl, 0 1 +1 1 +2 ! +2 I +3 1 0.42- 10.41 1 I Floor I (U - I (U - 1 (U - I cable 3-5. North -Facing Glazing Pte I Area 1 1.10) 10.65) 1 0.41)1 1 I Glazln ry I I I olnts !points I olntsl 11. HORIZONTAL SOUTH OVERHANG 2' -4G)6-! I Total I I 8 P I o I up to 1.3 I • i +5 +6 +6 1 +6 +6 ! I I 0 ( +1 ) +2 s of I I Floor I ST, V - Dbl, I U- Trpl, I U- I 1 1.4- 2.2 1 12-j- 2.8 1 +3 0 I +4 1 +2 ! +5 1 I +3 ! 12. MOVABLE INSULATION - NONE .s.r 1 13.1 t 6.3 17.9 1 9.5 I I I Area 10.66 0 1 +1 1 +2 ! +2 I +3 1 0.42- 10.41 1 ! 2.9- 3.6 I -3 I 0 1 +1 I 13. G^ INFILTRATION (Standard=0)(Tight=+12) /'dAO �Q +B ( 11.10 + 10.65 a I down I ! 3.7- 4.2 I -5 I -2 I 0 1 .37-.57 I 0 1 -1 1 -3 1 -6 1 4 .58-.82 1 0.1 T2 I I +4 ! � 4 I I 4.3- 5.0 I si--'sa -e I 6 I -2 I 14. THERMAL MASS SF 0 1 +1 I +3 1 +6 ( +7 I 1.3- 2.3 I +1 I +2 I +2 I 1 1 ! 5.7- 6.2 i -10 -13 I -6 I -8 ! -S I -6 I 15. GAS FURNACE (SE) 71-769: aa. 1 2.4- 3.6 i I 3.7- 4.8 I -2 -4 I 0 I -2 ( +1 1 I -1 I ! 6.3- 6.9 I ! . 7.0- 7.6 I -15 1 -18 I -10 -12-9 I -7 I I 16. HEAT PUI1P (EER) 7.5-7.9% .o-, 1 4.9- 6.1 ( 1 6.2- 7.3 I -7 -9 ! -4 I -6 -3 I I -3 1 ! 7.7- 8.2 1 1 8.3- 8.8 I -20 I -22 1 -14 ! -I1 1 I 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% S %� $� 1 7.4- 8.2 I I 8.3- 9.7 I -12 -14 I -8 I -10 I -7 I I -8 I ! 8.9- 9.5 1 ! 9.6-10.1 ! -25 I -27 1 -16 -18I -20 -13 I -15 I I -16 I WOOD STOVE. I 9.8-10.8 1 I 10.9-12.0 I -17 -19 I -12 1 -14 I -10 1 1 -12 1 ! 10.2-11.0 I ! 11.1-11.8 I -29 1 -15 I -23 -26 I -17 ! t -21 I 1 6.4 up `? WATER HEATER 112.1-13.2 I 13.3-14.5 1 -22 -24 ! -16 I -18 I -13 1 I -15 1 1 11.9-12.7 I 1 12.8-13.5 I -38 1 -42 I -29 -32 1 -24' ! 1 -27 1 I Trpl.1 ATTIC 0'e-% +3 1 14.6-15.3 I I I -27 1 -20 1_ ! -17 1 I 1 1 13.6-14.3 ! ! 14.4-15.2 I -46 1 -50 I -35 -38 ! -29 ! I 32 I tatlon I East I 1 3.2 I i 0-3.1 6.4 up I 6 I o] 1 0 -.19 I 0 ( +1 ) +2 i ( :20-.36 0 1 0 I 0 I .6;i'=+aim I 0 I 0 !' 1 .83 up i 0 i -1 i -2 ( South 1 0 1 3.2 16.4 11.0 19.6 I I to I to I to I to I up 1 13.1 t 6.3 17.9 1 9.5 I I I 0--18 1 0 1 +1 1 +2 ! +2 I +3 1 .19-.42 10 1 0 1 0 1 0 1 0 ( .67 up6 1 ' 0 t -2 1 -4 I -4 1 -6 West i .1 ( 1.6 1 3.2 16.4 1 3.0 I to I to I to 1 to I up 1.5 i 3.1 1 6.3 i 7.9 0--12 1 0 1 +1 1 +3 ! +6 I +7 .13--36 I 0 1 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 1 -3 1 -6 1 4 .58-.82 1 -1 I -3 I -6 1 -12 I -15 '-T1 :-8-?-u p I I -2 I -4 I -16 1 -20 I I I Skylight I .1 I .8 ( 1.6 1 3.2 14.7 I to I to I to I. to 1 to 1 1_3 I 3.1 1 3.9 1 5.2 0-.12 t 0 1 +1 I +3 1 +6 ( +7 .13--36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 I -3 I -6 I- .58-.82 .1 -1 1 -3 I -6 I -12 1 -. 2 i -4 i -8 i -16 i -20 OTHER I I 1 I I Table 3-I1. Horizontal South' �j OverhePoint! Table 3-9. Skylight Points South uth Glazing I TOTAL POINTS = Table 3-6. East -Facing Glazing Pts. Length Out I Area, I of Floor I 1 1 Glazing Type I I from Wall I I I I' Glazing Type I I Total I I I ft T - "- - I Total I I I Z of T S -ng I, IDbl, I Trpl, I 10-6.3 1 6.4 up I I of ! Sngl. I Dbl, I Trpl.1 Floor I U- I U- I D- I I I i ' I Table 3-1. Slab Floor Points Table 3-2. Ralaed lloor Poinca I Floor I (U - 1 (11 - I (U - I I Area 10.66- 10.42- 10.41 I 0 - 0.5 -2 - I Area 1 1.10) 1 0.65).1 0.41)1 1 1 1.10 1 0.65 1 down I 1 0.6 - 1.0 I -2 I -3 1 I Tn�-ils- I R -Value of Insulation 1 I It -value of ( ( I 1 mines I mints I ointel 11.1 - 1.9 I -1 I -2 I tLun I 1 I Insulation I Pot ti I ��+'.4 +.4+< l �u to 1.3 I -1 1 -.a- 1 0 1 I o u I 0 I 0 I' I Depth, 1 I I I up to 1.3 I +3 1 +4 1 +4 ! I T�2.2 1 3 I -2 I -1 I Lnchea I 0-2 13-4 1 5-4 1' 7+ 1 ! 1.4- 2.4 I +1. 1 +2 1 +2 1 I 2.3- 2.8 I -6 ( -4 I -3 1 Table 3-12. Movable Insulation I I I I I I -12 1 I 2.5- 3.6 I -2 i 0 1 0 1 1 2.9- 3.6 I -9 1 -6 1 -5 I Points -8 1 I 3.7- 4.6 I -5 I -2 I -1 1 I 3.7- 4.2 I -11 1 -8 1 -6 II 3 1 -3 I -3 I -3 1 -6 1 1 4.7- 3.6 I -8 I -4 ! -3 1 I 4.3- 5.0 1 -14 1 -10 i -8 I 1 Moveable Insulatloo l1 12 - 13 - -3 1 -2 1 -1 1 X41 -4' 1 ( 5.7- 6.7 I -10 I -6 I -5 1 1 5.1- 5.6 I -16 I -12 I -10 1 I Area, I of Floor I Points16 - 19 1 -5 1 -2 1 -1 10 I r2 1 I 6.8- 7.7 1 -13 I -8 I -7 I 1 5.7- 6.2 I -19 I -14 1 -1220 + 1 -3 I -1 1 0 1 +1 I 0 1 I 7.8- ( -15 ! jQ. l -a I I 6.3- 6.9 1 -21 1 -16 1 -13 I1 1 1 I I I TT -79. 1 I -1.7 1 -12 1 -10 I 1 7.0- 7.6 1 -24 1 -15 1 -15 I I 0- 3.3 I 0 1 1 9.8-11.2 I -21 I .-13 1 -13 I 7.7- 8.2 1 -26 I -20 I -17 I I 3.6 - 11.5 I +2 I 111.3-12.7 ! -25 1 -18 •I -13 i 1 8.3- 8.8 1 -28 I -22 I -19 I I 11.6 - 17.3 I +4 7/7/83 / % / 3 112.8-14.0 ( -23 I -21 I -18 1 1 8.9- 9.3 1 -31 I -24 I -21 I 1 17.6 - 23.3 I +6 1 114.1-13.3 1 -32 I -24 I -20 1 1 9.6-10.1 1 -33 I -26 I =22 I I >23.6+ I , +6 1 Table 3-13. 1-ifilttation Control Feet -ores Points _- _- I 1 Comtrol Features I Points Standard 1 0 9.9 air changes per hr Tight 1 +12 0.6 air changes per he Table 3-15. Gas Furnace Without RefriReration Cool_r.e Points I Seasonal Efficiency I Points I I (SE), .t: I I I (EER) I 71 - 76 I 0 1 I 77 - 82 I +2 I I 83 - 88 I +4 I I 89 - 94 I +6 1 I 95 up I +8 I I - Table 3-16. Neat Pump Points I Energy Effic!ency 1 Points 1 I Ratio (EER) 1 1 1 7.5 - 7.9 I +3 I I 3.0 - 8.3 I +6 i I 8.4 - 8.7 I +9 I I 8.8 - 9.1 I +12 I I 9.2 - 9.6 I +15 I I 9.7 - 10.2 I .+18 I - I 1013 - 10.8 I +21 I i 10.9 - 11.5 I +24 1 1 11.6 - 12.3 I +27 I 1 12.4 - I 13.2 I I +30 I I +8 +ll +14 Table 3-17. Gas Furnace With Refrigeration Cooling Points i- 'RetrigerseLonl Gas Furnace I Cooling I SE ; 1 IT71-177-j83-159-179-5T 1 1 761 821 881 94122 41u 1 1 6.0 - 8.3 1 01 +21 +41 +61 +8 1 1 8.4 - 8.7 1 +21 *•1 +61 +91+10 I I A.S - 9.2 1 +41 +61 +EI+101+12 1 1 9.? - 9.7 1 +61 +81+101-121+14 1 I 9.8 - 10.3 1 +31.101+121+141+16 1 1 !0.4 - 10.9 1+10;+121+141+161+18 1 1 11.0 - 11.6 1+121+141+161+181+20 1 7/7/83 ZONE 11 TABLE 3.14 (ADAPTED) - INTERIOR THERMAL MASS POINTS MASS DWELLING AREA SQUARE FOOT II AREA 1,000 1,500 2,000 2,500 I 3,000 I 3,500 f 4,000 I I,SGO S_,000 Sq. FT. I A e C D A 8 C D A B C 0 A 8 C D A 6 C 0 A 6, C O A 6 C D I A 6 C01 3 8 C 50 2 2 2 2 2 2 2 0 1 2 2 2 0 0 0 0 0 0 0 O D 0 a 0 0 0 0 0 01 0 0 0 0 0. 0 4 0 i !OG. 4 / 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 nl 0 0 0 0, ISO 6 6 6 4 4 4 4 2 2 •2 2 2 2 2 2 2 2 t 2 2 Z 2 -12 2 2 2 2 0 2 2 2 0 2 2 2 G 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 .2 ,2 2 .2 .2 2 2 2 2 2 2 2 2 2 2 . 7 250 10 10 a 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -1 300 12 12 10 6 8 B 6 1 6 6 6 4 6 6 4 2 4 4- 4 „2 4 4 t 2 2 2 2 7. 2 2 2 1 2. t 2 t 350 14 14 12 8 10 10 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 / 2 7 2 2 t 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6 - 6 4 2 4 4 4 2 4 4 1 2 I 1 4 2 2 4 4 2 2 500 18 .18 16 10 12 12 10 6 10 10 8 6 N 8 6 4 6 6 6 4 6 6 6, 2 6 6 4 4 4 4 2 600 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 G 6 4 6 6 6 4 I 6 6. 4 2' 6 6 4 T I 700 24 24 20 14 18 16 111 10 14 14 12 8 10 10 10 6 10 10 8 6 8 8 6 4 8 6. 6 4 6 A 6 4I 6 6 s 2 1 i 270 26 24 22 16 20 16 16 10 14 14 12 8 12 10 10 6 10 10 6 6 10 8 8 1 ! 6 6 4 8 6 6 !I 6 6 6 i 900 7S 28 24 16 22 20 18 12 16 76 14 10 14 14 12 8 12 12 10 6 10 10 J 6 I 0 8 '8 4 8 a 6 41 8 a 6 t j 1,010 30 90 25 18 ?2 20 20 14 18 18 16 10 1414 12 8 12 12 10 6 12 10 10 1 " 6 4 i I,;OU .12 ]T. 28 20 T4 2! 22 14 20 20 ltl 10 16 16 14 8 t4 14 12 6 10 10 a 6 8 8 0 1 a 8 12 12 l0 6 10 10 10 6 10 108 f,1 !J e e 11200 34 32 30 22 26 26 22 16 22 20 16 12 18 18 14 10 14 14 12 8 14 12 12 8 I-12 12 10 E 10 10 8 6! In In 8 6 1,700 34 34 32 22 28 26 24 16 22 22 20 12 18 18 lE 10 lu 14 14 8~ 14 12'',12 '8 12 12 TO 6 12 !0 10 1; 10 ;0 f, e 1,400 34 '34 32 24 28 28 26 18 24 24 20 It 110 20 18 12 18 16 14 10 14 14 '12 8 14 11 12 8 12 12 :G 61 ,0 10 10 5 1 1,100 176 31 I/ 24 30 30 26 18 24 24 22 11 22 20 18 12 18 18 16 10 16 16 14 8 14 14 12 B It 12 10 1. 17 ti 1'. 6 1 2,000 I 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 20 20 18 12 16 18 16 10 16 16 i4 LI 14 14 12 3 1 2,507 34 34 30 22 30 30 26 18 26 26 24 16 24 24 22. 14 T2 22 13 !2 TO 20 18 I:• Is I- 16 :U 3,000 34 32 30 22 30 30 26 18 28 26 24 16 128 24 24 22 14 22 27 20 14 -. :J 3'_ Ii 3,500 32 12 70 20 30 30 26 ld 28 24 16 26 24 i? It ! `4 2a 70 to ' -4,730 ` ` 32 32 30 20 170 30 26 18'i 78 2tl 24 if ..5 2.i 2Z if 1,500 32 32 28 20 1 30 30 26 1E' j itl ?= ;F S_QO= �. 72 12 Tt 29j tJ 76 1=_i A) 1. 3y' Concrete Slab: HC•8.93; R•.29; Fector•7.3 2, 3 3/4' Thick Common Brick: IIC-7.125; R•.13. Factor -7.3 t) 1. Sy' Concrete Slab: MC•14.106; 1'.•.418; Factor -7.1 c 1. 8• Solid Filled stock: NC•20.63; R•1.97; Factor -6.t wood stove #33 poines(no back up) 2. 8' Solid Filled block With Both Sides Exposed To Conditioned Air. casablanea fan + l.point NOTE: Use all square footage directly exposed to conditioned air , for Thermal'Mass Area: HC -10.164; R-.965; Factor -6.1 0) 1' Thick Concrete/Tile: ILC -2.55; R-.083; Factor -3.7 Table 3-19. Zonally Controlled Electric Resistance space Heating Points Points for this measure w!11 I Table 3-20. Solar Water Heatinz With Cas Backup Pointe , I be completed after the CEC I I has approved an Alternative I Component Package foc Resistance 1 I neat. I Table 3-18. Active Solar Space Heatlne witn (;as Poinra Net Solar Fraction I Points (YSF), % I I 0-6 I 0 1 I 7-14 I +2 I I 15 - 23 1 +4 1 24 - 30 i +6 I I 31 - 39 I +8 I I 40 - 47 1 : +10 I 1 48-55 I +12 I 1 56 - 63 I +14 I I 64 - 71 I +18 I 72 up I +20 I I?ultlfamil (per unitpoints) Floor Area Net Solar Fraction (NSF), Z per unit, t[2. 0.9 i0 -i9 ii -29 30-39 40-49 50-59 60-69 70-79 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +ll +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,500-1,999 0 +l +3 +4 +6 +7 +8 +10 2 iNl0 and up 0 +1 +2 +4 +5 1 +6 +7 +9 All others (pe building paints) 800-899 0 +5 +10 +14 +19 +24 _ +29 +34 900-999 0 +4 +9 +13 +17 +it +26 +30 1,00D-1,199 0 +4• +7 +11 +15 +-19 +22 +26 1,20f,1,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2 +5 +7 +9 +12 +14 +le 2,000-2,999 0 +2 +3 +5 +7 +8 +10 +11 3,060 ar.d up 0 +1 +3 +4 t5 +7 +9 +I0 1 Table 7-21. Other Water Hearing Pca. T I System Type I Points i I I I 1 I Gas Only i 0 ; I I I I Beat Rump I 0 I ( I I I Solar with Electric ( 1 ( Resistance Backup I 1 I Meeting the Require- 1 1 i mento lu Part 2 I I I I Electric Resistance 1 I I only -40 ; I I I n U4.Or ' - ' - ' L-1SCARF / HEEL /. SEAT)IIR-1SCARF / HEEL / SEAT►IIBUTT CUTIIRBF itt111tt11ititt ALPINE ENGINEERED PRODUCTS INC. 011111113.0.711111 1.40' '4:04"' 0.00" 1.40' 0.00" 0.25" 1.00 THIS PRINTOUT IS TO BE USED FOR ESTIMATING PURPOSES ONLY X4.04" JOB: TC AXIAL FORCES DESIGN CRIT UBC REF 1 2 3 /-10794 / -8995 / 4 5 -5081 / -4693 / 6 -1.400 / 3385 7 8 / 1209 / TC LIVE LOAD 16.0 PSF DATE 12/02/87 TC DEAD LOAD 10.0 PSF SEON 16804 BE AXIAL FORCES BE DEAD LOAD 5.0 PSF -ENG 1' 14 13 J2 I1 10 9 8 TOTAL 31.0 PSF O/A LEN. 31- 0- 0 / 9931 / 9931 / B274 / 2936 / -308B / -1064 / -1064 / DUR. FACTOR 1.25 SPACIPIG ---- TYPE SPEC -11EBS TO BE 2X4 FL STANDARD UNLESS OTHERWISE NOTED--- WEB FORCE SIZE ----GRADE----- BRACES /------------- 17.01' -------------/ . /----------- 13.93' ------- 2-14 1417 /--------/ 4.86' 2-13 -1869 3-1.3 3390 4-------5 -4255 ! ! 4712 1710 .3 ! / ! 6. 5-12 3255 2. ! \1 ! ! // ! .7 5-11 -17;,2 1-------14------13---------12------11---------10-------9--------8 A 6-11 7076 2X4 FL 111 A A 6-10 -6424 X= 0.0 X= 22.75 X= 31.00 W= 3.50" W= 3.50" W= 3.50" 7-10 -2310 R= •5500 R= 10248 R= 614 7- 9 1735 C11=513 W11=450 WB=413 WB=375 DS=600 11T= 744 ED=1 THIS GIRDER CESIGNED TO CARRY ALPINE 'PLAIES 33.00' TRUSSES FRAMING TO BE AND 2.00' TRUSSES FRAMING TO TC/BC SPLIT ON OTHER SIDE REFER TO DRAWING FOR AFFLICABLE PLATES GIRDER LOADING NOM -SPLICE SPLICE INIER-PANEL SPLICE JT PLATE JT TYPE PLATE JT TYPE PLATE LOCATION /---------CONTINUOUS LOADS --------1 --ID- L-PLF R-PLF ENDPOINT 1 11A t 3X6 0- 1 HA 1- 2 TC 1 52.0 52.0 31.01 t 3X6 0- 1 BE 1 486.0 486.0 31.00 2 04 2=53 1 7X6 2-10 3;t6 1 2- 3 - 3 1 5X6 2-53 6X6 2-10 3X6 1 3- 4 ----------/ 2 MEMBERS REQUIRED 4 NA t BX8 .1- 2 7X6 1 °4- 5 /----------------/ 5 IIA t 111X10 2- 9 3X6 1 5- 6 6 1 6X8 2-52 7XB 2- 9 3X5 1 6- 7 10 PITCH ------LUMBER------ AXL RID CST LOC Pl. RD LOAD 7 1 04 2-52 6X4 2- 9 NA 7- 8 B NA 1 3X6 0- 1 HA 8- 9 111t11ittt CALCULATIONS BY FPSA II 1111111111 1 9 1 3X18 1-50 10X10 1- 3 NA 9- 8 TC 1 5.00 2X4 FL I1 0.65 0.14 0,80 1- 2 TC 2 5.00 2X4 FL 11 0.54 0.09 0.64 3 101 BXB 2-52 10X10 2- 9 1X6 10- 9 TC 3 0.00 2X8 FL 11 0.14 0.02 0.16 4- 5 11 1 BXB 2-52 10X10 2- 9 7X6 11-10 1C 4 -5,00 2.b" FL 11 9125 0115 G,4? 6 Ji 1 9X8 3-51 1(,X10 3dl 5 G SXl 12=1.1 �o U) m .n rn ,T m ifi 0 ICfj e. cl B. - OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: -YES ❑ NO)4 2. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have co trac with the fo wing pers n (firm) to provide the proposed construction: NAME: ADDRESS: may: PHONE: j/9 — 8 CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK PROPERTYOWNER: SOCIAL SECURITY NUMBER DATE: (Q �l,� ! 5 NOTE: This Owner Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Coda This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION I 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: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to seveial obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cavy out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ 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 "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95! 14. 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. Irely, 1 C. Vi ira, C.B.O. er, Building Inspection NOTE: Thu Owner -Builder Information Is required by Section 19830 of the California Health and Safety Coda OVER i i 'OR�VE�A� f FENGC- --s APPROVED Butte COU ty t I Environ a Heaith I C) to 1 L by,�LAA �eef 'X083 :5,F, rL"o K 3 OLA ©FFIcLar 3 N Y _ f s wIELL -- -- - -- n Health (' n UL 2 2003 Ch►co,�'Cafifomia Ule VERIFY ALL DIMLNSIONS, NOTES k VIEWS IN FIELD. � _—.-aa::3ccs azcxsua'::.sc.: _=z��s_�s=moa za--sz:azsaia:a GENERAL NOTE: THIS DRAWING BY DOB METZGER - O D S. HAS BEEN PROVIDED FOR THE a Oji �,.Jylb OWNER ACCORDING TO THE CALIFORNIA BLDG, A PROFESSIONAL CODE k • , ` p1.�,,f,,. THE CONTRACT BETWEEN B.M.-O.D.S. is THE OWNER. FOR ANY QUESTIONS (E� s !�'►K�4it dCa� CALL. B M OR OWNER, BOB METZGER OR O.D.S. IS NOT AN ARCHITECT OR IN ANY WAY REPRESENT ITSELF AS AN ARCHITECT OR ENGINEER. ALL s s~t l>E wu,.al�. IQGO ENGINEERING NEEDED FOR THIS PROJECT WILL BE DETERM NED BY THE Keel s. M► LOCAL BLDG DEPT, THE WHOLE PROJECT IS SUBJECT TO APPROVAL INSPECTION BY THE LOCAL BLDG DEPT. BOB METZGER - O.D.S. ISI NOT �..+� w hlKR!)V. 14ATe. RESPONSIBLE FOR ANYBODY'S INTERPRETATION OF TIDE PLAN. STANDARD NOTES: F� L VERIFY ALL DMIENSIONS, NOTES & VIEWS INFIELD. 2. LUMBER, NO. 2 D.F. LARCH TYP. U.0 N. 3. ALL CONC, TO BE 2500 P S.I., 28 DAY, 5 SACK MIX. 4. SOIL BEARING RESISTANCE IS BASED ON 1200 P.S F L. 5. (n.) APPROXIMATE . w - BRACED WALL PANELS 1. "Simplex"structuralr I r e hr ad T erma- 1 b ace with 16 atv. with R P Y8x i3P001L 7/16" crown and 1 1/4" legs a 3" 6" 0. C . Staples shall be installed with crowns parallel to framing member to which it is attached. t�TMPK 1?wwWood structural panel sheathing with a thickness not less than 5/16 -inch iur 16- ``'LQ►w(A b. inch stud spacing and not less than 3/8 -inch for 24 -inch stud spacing in = ? e� �•Pt.• accordance with Tables 23-1-M-1 and 23.1-N-1.(_/ tL �" I�1." O. �...� 4 'd G" y I�1►'t ,. • S. Gypsum board [sheathing 1/2 "of.�/6" T A VV, (V C 130%nes M V 1.6100.1 on studs spaced not over 24 inches O. C. and nailed at 7 inches O. C. withi t ,� QG. NICE : Go�tG. nails as required by Table 25.1 ( 64 40cm-eks 4-10-o.4.) � l2 �d A.6�,.< z� Px.t—4►4M�,tC 7. Portland cement piaster an studs spaced 16 inches O. C. installed in accordance with Table 25-1. , ��,� � - -"-' -�•— 2b MtMr. [• 1►uill& 0.11116 be rTG► D y, f "` . "' "" k Go At. , a. Soli nailing at braced wall panels shall be 16d @ S„ O. G (where applicable). w!D • 1 �A- COO.. b. Panels shall span three stud bays, be 4'-0” min. wide, and have all edges +f M blocked.' Whore joists are icular.to braced wall lines above, blocking shalt be c. J Rt perpond +� t 11 provided i undor and in lino with braced 411 Pte- A / " d. Provido 10 DP TMickcnsd slab ( Mtorior braced watts (1 B W.) w 1/2 0 , T fR .. A a + s d+ � t 414 4f ,r ' 41i� IIIA-P, P7 400AWr APIM440 04"ID %-1V t � n!► ! 'PAV, A � . ..,$r;144�v 1 Ile o k 4 All 1 Tp..G4o�op 4F R A, I -I Q 1�-L4040 I*to Dom. T 4 V Q 4 A I " a L cc) ��, Lksill1i r41,�i1 IPM �Llllpm TW �r� i �( I A WOW#..., . • . � � ..N`•. 4' Irks .: .. JM!'11 S 1 0 ' l . s�«M. � ,rr� n .�n i aael •�!d.t i.i y v MtA a I'M! +aaa-mAroMM1xw 4M&MIMtxMNilYIdpH.M4 pptl' .w n.i,w i �r 4 R�'j a M V 4 }, lel{, M rve Wwrvru rW✓ HMt+N p wHN. Mr q q, MINWAM1OMMW r,a�,sed�+aw.arwrau�rww,.aar.�w arnwlww�ww V.bw°x'vtnN"A"W.nad � "ap+°� Og4�"�M$�' i " � �F"+abr'�nl"�r�`�omWe^,�w ,�nMwia,+»wawxuhW~00 rr«�.,�+�.,..,n,«..r a"P%r�awwat+9�5, � wnt. n euMz,n�cla��ur. waw.wa.�rr � a"+m�wwwMwaw•M�lwwar � r � r s J m Y_ � � .. ., :-i;�x7' •.'J.i� .... ..moi-"' .!.^ .. ..__— __. _...... _._ __:_ _ ,..._.,,-,.._. .. ..� _: .,....,.. ...+. ...-y_... ..�__... _ K,..T,.,..41„.a a... .�._ .. .. .. _.*..:>.: Yb... nf,-.....`# ... s. .. ... ._, n., w. */...... ... ...-. ......u.. .. ,. _....,. ... _ _ ... t.. _.. .. .. .. .. .. ,, .... .. ._... ,...... ........,...'faFs+"f.4�.+.;3'�-"'.'rY��a'�, "rfi}•-,.. ItIItIIIIttititIitiItIlt> X IIttitIGENERAL' SPEC IIFICATIONS itt0 0 DEPTH 'x It EA R IMETER ISHAPE �cus um TEMPLATE N kN fo�', Itk Iitfl�E ittITILE'tbtOk"' lC IIitNG tI— COPING COLOR K iitPOOL CAPACITY (A I y PUMP CAPA t4;� ec— y IMOTOR P IF R I LTE G P FIL I ER RA I t IIH TUR Ov n IIN E ItUo tVA6 M LINE' &iSKIMMER 'y RETURN LINE IMAIN DRA KI s WER md6EL IBACKWASH' ITO' II IN t -!E �,.OF .%".,,'FILL I tit -SYPHON itHE STU ANTI ATER -,t I ZE tttVALVE GASLINE BY: VtNTED BY LIGM ItFF 41" CLI t3CK tIELECTRI C Y:.�,� A ttELECTRI CAL� BONDI NG'BY:' itPOOL CLEANER tr CHLOR INATO tI-SIZE BOARD ItS IRT PO BOARD SUP Itittt r ItG 'Hookuo ttDE -M e' t�*/ OPE &--,FLOATS' itROPEAINGS DIRT WALX MADIN G -YES TRACTOR SIZE itiISTUB PLUMB Iyo tIC Ap TILE y CK 2 IIle ITREES, ET c ty MOVAt CON' CRETE AE, PERMIT OFFICE 4e RAISED BOND BEAM. i,,YES D SALES' No a SCALE 1/8", 1,08 wl 0 F F ICE NOTE If) e 7 No. 4y IV Z I MGK, IlSAL, ESMA tj Aj k M M I N G _0L MAP BOOK '140. s w I III14AME. tLEGAL CRIPTION ItDDRESS BUYER:'�',*�' POOL SETBACKS FROM: DvvN. a y A LEGEND ELEVATION `.TO DETERMINE �APPAOXIMAT tiousE OF POOL ON DAY OF EXCAVATION OYER: f c4f TY INE' L GAS METER NEAR PROPER POOL, SUCTION POOL: AREA;TO BE F 16T O' CROSS STREETS ENCED., PER 1COUNTY CK -D. DY POOL, RETURNS ft. Of �um CITY ORDINANCE. GATES -TO 'BE "SELF TRACT, NO 5 S. P f E GATE VALVES. CLOSING AND SELF LATCHING. U SWEEP LIN :EOUIP. SETBACKS FROM RM PHONE: Ift. LIGHT m a USE -PAGE - BLOC BOOK % K FILL LINE AUTHORIZED t$U T R: FR I N T 6 ANTHONW POOLS I-EOUIPMENT DEALER :SHELL -AT L Wr=T',DOWN ,11 HT , 1.�-.� , A SPA SUCTION EAkPROPERTY LINE f G JUNCTION EAST' REsi;, ITWICE DAILY FOR X .6 1 : �. 'L ', , , '.', I. ,MAILING".ADD to 7, DAY S ft. if S 90��L"- , , , , DO NOTTUR So SPA RETURN SIDE PROPERTY LINE G H H POOL' N ON POOL LI TW EN HOSE 913 ,'IS EMPTY. GAS LINE-'- REQUI RED FENCE liEIGHT "DO NOTrUSE R us H BER HOSE tikIMMER tPOOL AS IT WILL MARK PLASTER. ELECTRIC LINE_�f tH E G A M E AT N E TILE SIZ TI LE Col _ CooiN G Co tj N G AP 90 15-0; IIt I.- "ZT A4 -z, tN-1 O IIS