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055-350-032
1 tiLE 055-350-032 01-250 O-1-� ENVIRONMENTAL ZHEALTH CLEARANCE MCDANIEL, STAN DATE HAMLIN CANYON, OR� t5 1 4 BR, 2 V: BA, 2 CAR GARAGE 055-350-032 02-1248 MCDANIEL, STAN 3348 HAMLIN CANYON RD., PARADISE INALEDN CONT: HOLIDAYPOOLS -9 03 ! POOL MASTER #501-97 1. 055-350-032 05-1286 MCDANIEL 3348 HANDUN CANYON CT, Cont. OWNER AG BLDG 3a' 0 f NOTES RESIDENTIAL 055-350-032 02-1248 MCDANIEL, STAN X PERMIT NO. - 3348 HAMLIN CANYON RD., PARADISE CONT: HOLIDAY POOLS POOL MASTER #501-97 +C 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) r Signature J� 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 Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 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 i 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. 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-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings s 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 Set s -Easements Compaction -Structure Stability 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- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 110 .; Cir. Test -Water Supply Test Light Niche Date Date Card B-1 Date Card B-1 Card Date Card B-1 J = OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date 46. Underfloor (Plans) OK except #'s 47. 1. Zoning -Setbacks -Easements -Flood -Slope Fireplace Ties or Type A Flue -Fireplace Throat Clearance 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 50. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Garage Fire Protection Framing 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 53. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 6. Stemwalls, Garage; Steel-Blockouts-Wrapped f 56. 6a. Hold Downs and Special Anchors Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 7. Slab, Steel -Wrapped 59. 8. Piers -Fireplace Ftg.-Steel 1 Brace Interior/Exterior Wall Panels _ 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 62. , Infiltration -Walls -Windows 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test Card B-1 Date i Card B-1 12. Electric Underground 63. 13. Plenums & Ducts; Clearance -Material -Support -Ins. Smoke Detector 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 66. 15. Access & Ventilation G.F.I. & Bath Fixtures & Tub Access -Spa 16. Insulation 69., Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 t Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O 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 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 & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing r 'ingle &'Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic 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 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers f 56. Siding -Nailing Veneer f 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 3 60. 1 Brace Interior/Exterior Wall Panels _ 61. Insulation -Walls -Ceilings 62. , Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date i 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- I In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting I 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. Outlets8t Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper i 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romer. 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 1 ❑ Yes 82. Following Instld./Drive rJ Yes ] NoMalks 0 Yes 0 No/Planters I] Yes ] No 83. Stucco Brown -Finish i 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted i 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: i I IVRINTER-DEPARTMENTA 440RANDUNI TO: BUILDING DIVISION, OROVILLE FROM: l , ENVIR. HEALTH, CHICO DATE: l . RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: �� 4 n r Y I C � j�/� SEPTIC: WELL: AP#: (J ADRESS/LOCATION: Hcm / In C24n"< e� Comments: GL/memos/releasehold COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 1 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT `. 02-1248 ASS ES6�°, tr}�MBR32 .0 35�'VV U ZONING 10 IP\HONE BUILDING PERMIT OWNE Stan McDaniel - TELE 877-8277 SO. FT. OCC. BUILDING VALUATION Cont Es 25,000.00 OWN ��gNoffg'fin Canyon Rd Pat-adise CONTRACTOR'S NAME Holiday Pools TELEPHONE 894-1467 co"' 06 MH 717ssSuite 300 Chico CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total valuation $ 259000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 258.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 3348 Hamlin Canyon Rd Paradise Energy Plan Checking Fee $ $ PERMIT FEE $ 301.50 LOT NO. SUBDN610NS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15,00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Pool master 501-97 "aounnite" Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 35,00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A 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 47-53 I1/G Lic. No. 1 S'v�o��at "/ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I em exempt from the Contractors License Law for the following reason: ❑ 1, 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 46. NEW CONST. DWELLING OCCU s o EL C P. SO OR ADONS. ( a ACC. BLDS. 3.50FT; NEW CONST. NON -RES D. MULTI-OUTLETITS @7.50 FOWER APPARATUS 8 SINOLE OUTLET CIS. 20 @ 100 EX. OCCU OUTLET OR FDTTUREs BAS @ .50 LNS. ouTLRID. OERA 5.00 EX. Occup.FU(EErsD APPES Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.0130.00 Pool Electric PERMIT FEE $ 50.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0, 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number -- , QD —3. (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those p visions. 0 'r— / X Date_ 0 r Contractor ❑ Ag. nt Signat a of Apprqu A O A permit is e avations over 5'0" deep and demolition or constructionz /id of ructures over Ight. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $386.50 !!AZ- o FEES IMP Flo COF I PARC PARCEL.� PD HD 6 U 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 D to 512 PERMIT EXPIRES ON Dafe Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t 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: A171 CL ASSESSOR PARCEL NUMBER Proposed Building Use: /Vi�(iV (I lsi PCounter Technician: Date: G� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. VA. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 0, 2. 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. ❑ 4. 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 ................................ ❑, 9. Plot plan and business license approval from the City of Biggs .................................... ❑' 10. Letter of intent for non-residential buildings......................................................... [111: Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... D 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ,`�E„Nl'�15. Statement of Intent for Non -heated and A/C Buildings ................................. ...:..... x"16. Sanitation and plot plan approval from the Environmental Health Department in 40� i ❑ 17. City of Chico Plumbing permit......................................................................... 0-18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, O 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 CompensationtiCarrier 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............................................................... ❑ 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 n and hold for pickup. I have been informEdd--oo e i e an requirements for obtaining a building ermit. Applicant: Pate: (�ndex a it application/beabo e ' I ems numbered: / / Plan Check Letter 2: Additional items require Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owneer, as advised of the above data by ❑ phone, ❑ mail, ❑ counter y Date: Plans reviewed by: _ F�Date:-s-4-6-z- Plans approved by: t((, Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H. USE ORLY Rat Ran Attachad F1601, Man Atta ajf Sant to S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance cA.I in (I61WAO n Owner LacJtion AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other � ,� L-4 p C6ktP-,r inL4 bq Hold final for: Final clearance 0 for: NOTE: Ny't Vl r. < Dyrn:r n (� 11 ri C r-o/le-e.c Environmental Ith Specialist :' —wri..-A.� l (0 2� Date t- ( 1f� t- ( • BAC KMAN & `'ASSOCIATES MAY, 16; 2002' _ . t COUNTY OF BUTTE Department of Building 7-Countytenter Drive �^ . Oroville; CA 95965 RE:'-. Holiday Pools Stan McDaniel , 3348 Hamlin Canyon: Paradise, CA 95969 '. APN 55-35-032; ATTN: Mike Viera 1 Dear Mike:.As you are aware, the Holiday Pools Master sheet calls for a 3 foot freestanding t' Pool section. On this pool there is one area at the ground slopes away that the section is close to 3 foot 1 6 inches. in this area I have asked Jim to put 3 #4 in the bond beam and extend the alternates to the.bond beam. All the other specifications on the Master Plan will be used. If I can answer any questions; please let me know. Q�aV SSIO�,q` Very truly yo s, Exp. vj Q 630. G5 9 f U p'. 803 Z rn C:W.BACHMAN _ ►►� RCE #16803 f'OF CA NEW ADDERESS i 13647 GARNER LANE ` CHICO, CA 95973, 1 G DEPARTMENT � °z -�� :APPROVED. ENGINEERING SURVEYING PLANNING DESIGNING 3012 The Esplanade, Chico, California 95926 Telephone: (916) 342-4136 x Transmittal Sheet Owner's Name: 5 i O A.P. #: (0 4 j ' 3` 0 -- `U 2 ITransmitted Documents: o Approved Plans — +r t. Date: 04-02--02- Permit 4 -02 -0Z - Permit #: d 1- 2 8 'O 0 0 Approved Plans with remaining items on Permit Application Data Sheet. 0 Plans to pickup for corrections and revisions. • Building Division A.P. File. Please return to the Oroville office within three (3) business days. 10 Other: Process as Follows: 0 Call and hold for pickup at the 113 Permit applicant has been called. Hold for pinkup at the Deliver with next inspection. 0 Chico Office 13 Chico Office Uvy'�tih ne-x -� T `� Srec z� sAsistance n i g Truss Take -off Design & Sales Monte Call - 793 Camellia Dr - Paradise, CA 95969 (530) 811.4732 Of f ice (530) 811-4732 FAX TRUSS ENGINEERING McDaniel Residence Ram (('V\ (?Gnyor co✓✓f. Revised Engineering Truswal Systems 0,55 - 3sa- 034), RECEIVED MAR 2 8 2002 BUTTE COUNTY BUILDING DIVISION 0(- 25500 �*& t*J ITE (800) 332-4045 NG DEPMJ h -1 '- ' 4 02 job Name: smcdan KRIM Truss ID: B2 : 1 Drw_ ' ERG 1 X -IDC 2- 6- 4 REACT SIZE RI71'D 1032 3.50" 1.50" TC 2>6 LFL #2 2x4 EFL #1 & Btr. 4-7 Dentes the fcr lateral ® locat>_ar bracing appliecl 2 3 23-11-12 38- 8- 4 1935 3.50" 2.06" 542 3.50" 1.50" BC 2x4 LFL 2x4 I1I #1 at each shawaz. Lateral bracing ch imlucle d�ac7�l ar x -bracing per tl- 6. rr�c o.e. fear to TC F� AXL END CSI 17-6 2n6 EFL #2 19-21 VM 2x4 EFL SDVCAHI) the �nsibility the bayldiry1 desigr>�. TituAal BRACE -IT be for BIC 75.00" 24-.1- 8 31- 0- 0 This truss is deli usirr3 the 1-2 2-3 169 -762 .02 .12 .14 .00 .12 .12 Plat;r�r spec : AISI/`IPI - 1995 ZfIIS IESIGN IS ME Ca`lFCSrIE RaUZ OF used ort;rxxus )at�al �acirg on trusses spaced 24" cc. Alternatively, use scabs or T-brages as sheen cn Tntswal �-97 Bldg Rwloeed = Yes 3-4 4-5 5-6 -655 343 594 .00 .12 .12 .00 .38 .38 Md,TIPIE LOAD CASES.SystetB I?17aRII� I�IIIRFT7)TfIS elrgMsr are based Q7I,Y the tx standard detail 0701003160. PLATE VALLtS PER Z(>33 RF�-I RPI2iU' #1607. TY� T ter; „ = Not gd �e H�uzioane/Q�m Line s No _ F� �-g�y B Bldg 80.00 ft, BLdg Ckli 40.00 ft 6-7 595 .07 .38 .45 .07 .25 .32 on set material at each Interior or tee bearing t F art �g tit Loade3 for 10 1?SF tnQt-oanmat BCSL. = Nin rock height = 24.80 ft, nph = 75 7-8 -456 .00 .16 .16 be in pings before this truss. Iecatien of interior bearings elxxdd be clearly clearly narked ai each truss- russ_ I73C St-andar.a �rY. Dead L� = 22.0 psf 8-9 -350 9-10 9 10 -685 .00 .09 .09 .00 needed) Shim bearings (if for req, stgpmt. for mist be provided to avoid parbxg. .05 .38 .43 .09 .09 19-20 P. BASM CN GREEN UMBER VATS>t5 .08 BC KRIM AXE, HA CSI 12- 0- 0 11-12 -85 .00 .08 .08 18- 0-12 12-13 529 .05 .04 .10 25- 6- 0 13-14 670 .05 .17 .21 31- 0- 0 14-15 483 .04 .17 .21 38-10- 0 15-16 483 .04 .25 .28 ) 16-17 -3 .00 .25 .25 17-18 -1891 .24 .00 .24 18-19 -437 .05 .38 .43 19-20 854 .08 .14 .22 20-21 841 .08 .07 .15 'OM ECRCE CSI WEB FIIu£ CSI 18-6 -346 .08 5-18 -1022 .62 2-12 -937 .13 16-18 -336 .23 2-13 577 .26 7-18 -743 .69 3-13 -166 .09 7-19 1058 .43 3-14 -270 .24 8-19 -335 .06 4-14 321 .12 9-19 -296 .07 4-16 -358 .31 9-20 31 .01 5-16 416 .17 MAX LEFLE)MCN (qoer) - Ls/999 IN M4 18-19 (LIVE) Lr- -.10" D= -.11" T-- -.21" Neat >�tN (carr[) • 9-7-2 LV999 IN NETT 11-12 (LIVE) IF .00" D= .01" T6 ol" 1 Jcdrt Lccaticrs - 0- 0- 0 12 2- 6- 4 2 2- 6- 4 13 7- 2- 4 3 7- 2- 4 14 12- 0- 0 4 12- 0- 0 15 17- 0- 0 5 18- 0-12 16 18- 0-12 6 23-11-12 17 23-11-12 7 25- 6- 0 18 ' 23-11-12 8 30-10- 4 19 31- 0- 0 9 34- 4-11 20 34- 4-11 10 38-10- 0 21 38-10- 0 11 0- 0- 0 ) TYPICAL PLATE : 1.5-30 t- 0 7 1-0 2-6-4 4-8-0 4-912 6-0-12 5-11-0 6-10-8 7-11-12� 2-64 7-24 12-0-0 18-0-12 23-11-12 30-10-4 38-10-0 12-0-0 13-6-0 13-4-0 1 2 3 t4 5 6 17 8 9 10 1-9.00 u 24-1-8 17 8- V - tea t 6-10-8 t I� - 38-10-0 !71 11 12 13 14 1516 ITS 19 20 21 0 2-6_ 4 4-8-095-1� _i 4-- 12 i 6-0-12 -i 7-04 7-10-0 i 2-64 7-2-4 12-0-0 18-0-12 23-11-12 31-0-0 38-10-0 rruewal Systems Plates are 20 ga. unless shown by "18"(18 ga.), OVER 3 SUPPORTS "11x'((16 ga.), or "NIX"(TWMX 20 ga.), positioned per Joint Report. ;{ifILCLVLLV(i Read all notes on this sheet and give a copy of it to the Erecting Contractor. "1O�77us design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Q]Bracing iii ccordancc with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be BLV SAR MFG��fed by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TRUSWAL SYSTEMS will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in 4445 Nortbp4rt Dr., Colo Springs, CO 30907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA I' -Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Tp5.0 Version T6.2.6 I Paper Association (APPA) is bated at 1111 19th Street, NW, Ste KW, Washington. DC 20036. /, 9.D ESSIC. hq� M ES�S;Q��c QQ' 0.00 5982 TJ k Exp. 12/7T1/02 \slIL 4 OF CIA TBF: 156.7 WT:260 # Chk: Dsgnr: #LC . 19 TC Live 20.00 psf TC Dead 12.00 psf BC Live .00 psf BC Dead 10.00 psf TOT]►L 4® 11/13/2001 Scale: 1/8• . 1' w0: SMCDATl Customer Name: da DurFacs L.1.15 P.1.15 Rep Mr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: 74/360 TC: IV480 'Job Name: smcdan Truss ID: 62A 1 Drw - 2 - BiiG X -IDC REACT SIZE FEQ'D TC 2x6 DFL #2 Ilarotes the ** � + + f� ]ateral bracing ® �r locatirn lateral bracing This dessi�r based on d=d baacirij tubed the fella�ring edledrle: 1 1- 5- 4 2 23-11-12 1109 3.50" 1.50" 2039 3.50" 2.17" 2x4 EFL #1 & Btr. 5-8 BC 2x4 EFL #1 & Btr. at eln n. syr#.ets t,ttidr irrlude cr x-bracixrg per ntax O.C. frran to 3 38- 8- 4 525 3.50" 1.50" SIFT 20-7 rFL S 20-7 are the r mm �l,ty c1`tin buildirg BC 75.00" 24- 1- 8 31- 0- 0 18-19 467 .04 .25 .29 19-20 -3 .00 .25 .25 2x6 LFL #2 22-24 . Truq ej Sys mm -TT nay be 'nus trues is designed tong the 7C Bldg AXL END CSI AEB 2x4 LFL SD used fcr- oa'tirLtara lateral kzacing on UK -97 Code. 1-2 96 M .0 .12 mac Plating AISI/'IPI - 1995 'II txuww spaced 24" cc. Altexrttt;vel use � Filti3 �v l =Yes r 2-3 3-4 -1152 -747 .Ol .16 .17 .00 AV .07 -ILS FIESSZZii IS ME SITE FESTIIT OF Md2 P E LOAD CAMS. scabs or T -braces as striver rn System standard detail 00 010 0316 0. Tntse , ar;�, = N� Mid 7�.sre K xicarie/boean Eine - No �teg�y B ft, ' ft 4-5 -649 .00 .10 .10 HEARIN3 RFJ�JIl�I+IIdIS shoerr are ksseii CNf2C HAM VAILtS FUER ICBJ I�•I Fes' #1607. I. Bldg Iaqth 80.00 S� 40.00 Mean heir�tt 24.80 ft, 75 5-6 6-7 344 603 .00 .38 .38 .08 .38 .46 on the truss mater2al at �t btarira. Irtemor stppwt or tetporary shm ing mist ICaded for 10 PSF rar-oaznaxat TOI Dation ct irteriar bea-irgs sFnuld be roof = nph =a UBC standard 0oai m�cy, Ind Fuad - 22.0 psf 7-8 603 .08 .27 .35 be in place before ecectiM this truss. clearly narked on mdt trues. 4-18 -326 .30 10-23 42 5-18 399 .15 8-9 -458 .00 .16 .16 Scrim bearings (if wearied) for req. -41-t. Drainage nust be provided to avid Pcrrlug. 3-10 9-10 -294 .00.10 .10 y Q` 9if 2 F3AT� BASED CN CSI ISD'IBFR VALLES. 5-5 R3-4 10-11 -630 .00 .09 .09 W n- 11-0-011 -02 3 ,_®.0 3-7 3 IO -7-2 BC F AXL 'MCSI 12-13 57 .00 .05 .05 ]3-14 651 .04 .05 .10 14-15 888 .09 .03 .12 15-16 806 .10 .10 .21 16-17 1135 .14 .12 .26 17-18 634 .05 .15 .20 18-19 467 .04 .25 .29 19-20 -3 .00 .25 .25 2-8-8 5-u0 4-88 5.11-0 6412 6-10-8 3-6-7 4-5-6 20-21 -1993 .26 .00 .26 2.3.8 7.3.8 12-0-0 17-11-0 23-11.12 3410-0 34-4.11 38-140 21-22 -448 .07 .39 .46 80 12-11-(1 13-6-0 114-0 t t1 t5 18 23-24 831 .0088 .07 .15 2 3 4 6 7 9 10 11 1m I= (SI 4FB ROES£ 21-7 -360 .09 5-19 -418 (SI � 9 00 .00 .36 2-13 -910 .12 6-19 463 .19 8-8 2-14 -616 .12 6-21 -1113 8-10 3-4 1.5-4 2-15 606 .25 19-21 -302 3-15 505 .17 8-21 -748 .7 3-16 806 .32 8-22 1053 .4 4-4 3-17 -949 .47 9-22 -338 O 4-17 195 .08 10-22 -298 3-10 /J 2.5-4 p� 4-18 -326 .30 10-23 42 5-18 399 .15 .0 9-7-2QQcFESS!p^6 q� MX DEFLECtatN ( IV999 IN MEM 21-�0(LIVE) 11-4-14 �O 4 4 HIP MESS' 3-10 L= -.10" D= -.11" -.21" 5 y Q` 9if 2 I%tX uffl CN (cart) 5-5 R3-4 (D 14/999 IN MEM 12-13 MZW)7-2 -6 5-5 W n- 11-0-011 -02 3 ,_®.0 3-7 3 IO -7-2 No. �.) C 4.. c, 07 Jain r,Y-ar;,"a - 2 2- 3- 8 4 2- 3- 8':y ,�. 6 Exp. 12!31;02 3 7- 3- 8 ]5 3- 3- s ' ' 1-3-8 23-11-1 4 8- 3- 8 16 7- 3- 8 ° ., 12.00 -12.00 5�.00� 0-:348 n^,1` l• 5 12- 0- 0 17 8- 3- 8 p�!1 r-3-8 t t 4-0-0 H 15-10-0 t { 7-6-8 6 17-11- 0 18 1-0-0 1 6-10-8 I V SCAT 7 23-11-12 19 17-11- 0 8 25- 6- 0 20 23-11-12 -U -U �" 1 15 .,.. 38-10-0 Zi 9 30-10- 4 21 23-11-12 - 10 34- 4-11 22 31- 0- 0 u 38-10- 0 23 34- 4-3-1 12 0- 0- 0 24 38-10- O 12 131415 1617 18 19 291 22 23 24 t/-3-4 .5.144 4-8-8 5.11.0 6-412 7-04 3-411 4•5-6 r . 1-5-0 7-3.8 12-a0 17-11-0 2-11-12 3/-0-0 34-4-11 38-10-0 11 /13/2001 TYPICAL PLATE 1.5-3 V, TruswalfSystems Plates are 20 ga. unless shown by "18"(18 ga.), OVER 3 SUPPORTS Scale: 1/84 - 1' H'!(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. _ Circled-- fates and false frame latex are ositioned as shown above. ® r VNG Read all notes on this sheet and give a copy of it to the Erecting Contractor. WARN TBE: 172.0 6IT:283 # WO: 3MCL1I11J This besigu is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Com: Customer Name: in atcordmce with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B LU verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgnr, r #LC - 19 da TC Live 20.00 pef DurFacs L-1.15 P-1.15 SAR MFG design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. ® Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 12.00 psf Rep rmr Bad 1.15 will cause the moisture content of the wood to exceed 1990 and/or rause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .00 psf O. C. Spacing 2- 0- 0 TRUSWAL SYSTEMS H43 Northprk Dr., Colo Sprmy, CO 80907 accordance with the followingstandards: 'JOINT DETAILS', b Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 psf Design Spec UBC -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Dell Ratio: L/360 TC: 141480 TP5.0 Version T6.2.6 Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 42.00 psf Job Name: smcdan 141999 IN MEM Truss ID: C1 3 Drwg.-0001317M-003. -.22" T- -.41" EEG X -IOC MUZ SIZE liE!Q'D TC 2x6 rFL #2 Plating spec : AMItIPI - 1995 'This truss is deaicstad using the 8 12- 0- 0 1 0- 1-12 2156 3.50" 2.30" BC 2x6 DZ #1 TICS DESIGN IS THE Ca4PCSrM RE= Cr TBC -97 nide. de. da 21- 6- 4 1622 3.50" 1.73" WFB 2x4 DFL S]YttEM =PIE LC AD (MMES. Blc� 11r1oeed =Yee ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. HATE wim PER ICED M� mt1 #1607. BEWM la=REvENIS sh3ei are based CN X goes rn sah;m = IYtt 1]rd lane TC Dead 12.00 psf TC IKKE AXL EM CSI Icsded fcr 10 PSF ern-exn=-ert WIT.. rn the truss n kerial at esdz b5arug. Flmiratte/Oae� Idne = b E �at4q7y B - 1-2 -2478 .03 .52 .55 PIKCIbIi HAM) CN C�FN LIMBER VAMPS. Penrarse t bracing is (by ctIfe B) to Bldg ia�t2� 80.00 ft, B� FIi3111 : 40.00 R 2-3 -2153 .03 .24 .27 prev��t zotatirn/ See HIB -91 and Mean znof heir = 24.96 ft, uph = 75 3-4 4-5 -2250 .04 .29 .33 -2255 ..03 .29 .32 TOTAL 42.00 psf AISI/'IPI 1-1995; 10. .4. and 10.3.4.6. LBC Stated Coate Dead Iisd = ----------LOAD Q>S: #1�IMICi1 IIIAM 22.0 ped: ---------------- Lair L.Plf L.Ioc R.Plf R.I= IXM BC FCPCE AXL END CSI TC Vert 214.00 0- 0- 0 214.00 4- 6- 0 19 6-7 1477 .17 .76 .94 TC Vert 64.00 4- 6- 0 64.00 21- 8- 0 .63 7-8 940 .11.81 .93 BC Vert 20.00 0- 0- 0 20.00 5- 8- 0 .00 8-9 940 n .71 .83 BC Vert 120.00 5- 8- 0 120.00 15- 8- 0 .40 9-10 1709 .21 .68 .89 BC Vert 20.00 15- 8- 0 20.00 21- 8- 0 .00 WFB FCRCE CSI WEE FCFrE CSI 2-7 -566 .30 3-9 1346 .59 3-7 1512 .63 4-9 -352 .12 MAX IIIR=CN (spar-) . 141999 IN MEM 7-8 (LIVE) Lr -.20" D- -.22" T- -.41" - Joint rccat;cna 1 0- 0- 0 - 6 0- 0- 0 25- 8- 0 7 5- 8- 0 3 9- 2-15 8 12- 0- 0 4 15- 8- 0 9 15- 8- 0 5 21- 8- 0 10 21- 8- 0 9-10-15 4 I0-8-0 5-85-8_, 3-6-15� 6-5-1 i 6-0-0 5-8-0 9-2-15 15-8-0 21-8-0 9-2-15 12-5-1 1 2 t3 4 5 t x12.00 --9.-00-1 0-mU 1" 21-8-0 MES�`Fti�� 0 4 rr o.C' 5 82 D � Exp. 12/31/02 C �rE OF CAL�Fi 6 9 10 `-- -'� 7 8 .� 5-8s 0 10-0-0 1 6-0-0 It/13/2001 5-8-0 1,5 > 9 21-8-0 13/2001 Truswal Systems Plates are 20 ga. unless shown b 1 (18 . r "H"(16 a.), or "MX"(TWMX 20 y part, Scales 5/32 1 Circled gplates and false frames latessare onositionedlas shnt own above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TSP: 78.0 WT:137 # WO: SrlenxN ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and damechg; Custer Names in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dime, iceal accuracy. Dimensions = to be B Lll SAR MFG vied by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgnr: #LC = 10 da design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 20.00 psf DurFace L=1.15 P=1.15 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 12.00 psf Rep I&r lied 1.00 TRUSWAL SYSTEMS will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in 'JOINT BC Live .00 psf O.C.Spaeing 2- 0- 0 ones Northpadt Dr., Colo Spring&, CO 80907 accordance with the following standards: DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA- I' - Wood Trus Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 psf Design Spec USC -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Dan Ratio: 4/360 1C: L/480 Tp5.0 Version T6.2.6 Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 42.00 psf Job Name: smcdan FEB FCRCE CSI Truss ID: CIA 1 Drw :LUU1 S1 /U/L-UU14 EM X -IDC REP= SIZE RF?Z'D 1C 2x5 IBI, #2 Platirg spec : ANSI/'IPI - 1995 7h1e truss is desicyted usirg the =13 0- 0 0 2 5- 6- 0 7 1 0- 3-12 2002 3.50" 2.13" BC 2x6 rFL #1 'EM DESICif IS ME CCII CISME RFSULE' C&' IBC -97 Qzle. 2 21- 6- 4 1608 3.50" 1.71" WEB 2x4 DFL STAICARD M MELE LOAD CASES. Bldg Firlceed - Yes PLATE VA= PFR ICED ISI REU #1607. BEAPMG Rq=024IS s)zun are based CNLY Truss Iccatim = Nct Erd Zme TC FORCE AXI, 90 CSI I semi fcrr 10 FSF ncrt-ocn auzatt BOLL. an the truss trate hal at each bearirg. Eisrianie/Caecal Line - No EJop Cabegtay - B 80.00 R, ilid3 Wicith 40.00 R 1-2 -2420 .03 .63 .66 PLAMG BASED CN GREEN LII"ffi2 VALIE.S. Fernmhaht bracirg is regAred ON cdxrs) to irg See HIB 91 aryl Bldg Iax3th M roof height = 24.96 R, trph - = 75 2-3 3-4 -2072 -2229 .03 .04 .19 .29 .21 .32 + + + + + + + + + + + + + + + + + + + + + + Dtsigrted fcr 60 Plf drag load applied prevett rrtatirn/tc}p ANSI/IPI 1-1995; 10.3.4.5 and 10.3.4.6. LBC Stamcbmd pmt y Dead load = #1 22.0 psf 4-5 -2234 .03 .30 .32 ev rily alar3 the tcp ch=d to the dxz ----------ICAD Q DESIM LOAM ---------------- ® ea. bearirg (unless rnted), cunazaztly Lar L.Plf L.Icc R.Plf R.Icc U,,*M BC ICRC£ AXL EM CSI with dead + 0 t live loads. D.F. = 1.33 TC Vet 150.00 0- 0- 0 150.00 0- 2- 0 .00 6-7 1748 .17 .73 .90 H=iz. ren bort= 1.3 K lbs. ea. bearing. 'IC Vert 214.00 0- 2- 0 214.00 4- 6- 0 .19 7-8 1278 .11 .83 .94 cbrra tia'r (by others) trust transfer eclral TL Vert 64.00 4- 6- 0 64.00 21- 8- 0 .63 8-9 1278 .11 .72 .83 load to each ply (ar add -a0 shoe. BC Vert 20.00 0- 2- 0 20.00 5- 8- 1 .00 9-10 1720 .20 .69 .89 + + + + + + + + + + + + + + + + + + + + + + BC Vert 120.00 5- 8- 1 120.00 15- 8- 1.40 BC Vet 20.00 15- 8- 1 20.00 21- 8- 0 .00 WEB F•QdE CSI FEB FCRCE CSI 2-7 -636 .34 3-9 1351 .60 3-7 1446 .59 4-9 7422 .14 MAX DEFIECfICN (span) - L/999 IN MEM 7-8 (IXJE) In -.20" D- -.22" Tb -.42" ® Jain. ICCR -' 1 0- 0- 0 6 =13 0- 0 0 2 5- 6- 0 7 5- 6- 0 3 9- 0-15 8 11-10- 0 4 15- 6- 0 9 15- 6- 0 5 21- 6- 0 10 21- 6- 0 9-10-15 4-6 I0-10-0 5-6-0 . 3-6-15� 6-5-1 6-0-0 5-6-0 9-0-15 15-6-0 21-6-0 1 2 3 4 5 F12.00 1�L-A 21-6-0 0-2-0 STUB 6 7 8 9 10 •' 5-6-0 10� 6-0-0 1 5-62 % 15 61n 21-6-0 Truswal Systems Plates are ga. unless shown by " 8"(18 got.), "11"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled Dlates and false frame plates are positioned as shown above_ QgCF E S S,10 �Q 9y LU J N . CG 5982 7� 12/3?/02 CML 11/13/2001 Scaler 5/320 - 1' BL[a SAR MFG ®LLC WARREN( Read all notes on this skeet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has bem based an specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verifted by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is Laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly anached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be pL ccd in any environment that TBF• T6.0' WT.V14 # Chk d ,r.� Degnr;, %e = 14 WO sMAN CD Customer Name: as TC Live 26.00 psf TC Dead 12.00 psf DurPacs I .1.15 P-1.15 Rep Mbr Bad 1.00 -TRU N�n6 Srk UrE.MS S �&' CO 80907 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI I', 'WTCA I' - Wood Tntss Council of America Standard Design Responsibilities. 'HANDLING INSTALI.ING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' p - (HIB -91) and 'HIB -91 BC Live .00 sf P BC Dead 10.00 pef O.C. a 2= 0- 0 Spa ing Design Spec UBC -97 Tp5. 0 Versicu T6.2.6 SUMMARY SHEET' by TPI. The Truss I'L•ue Institute (TI'l) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 42.00 psf )kfl moo: L/360 TC: It/480 job Name: smcdan WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: C2 9 Drw - This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and donechk: EM X -LOC RIMLT SIZE FO'D TC 2r6 DFL #2 Plating spec : AMI/IPI - 1995 This trues is deaigrod using the Customer Name: 1 0- 3-12 2519 3.50" 2.69 BC 2x6 F&1, SS THIS MSICN IS TIE CU41? E RE= CF LHC -97 Code. ®LLC design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing 2 21- 6- 4 2051 3.50" 2.19" FEB 2x4 LFL SIYdiMM M MPLE IJOAD C?%Ms. Bldg MrVhCBBa - Yes TC Dead 12.00 psf Rep Ltibr Bari 1.00 TiRUSWAt SYSfCMS 4445 Northpark Dr., Colo Springs, CO 80907 u rber shear alla ableB are per ms -97. EEARIM FMiJ1 Ov NIS shwa are lased CNLY 'Miss IoCgt2. - Nrt F1'rd Zcm Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIE -91) and 'HIB -91 TC FaKE AXL EM CSI I= VAAfS FER ICBG RaMUK i RUUU #1607. m the truss material at each bearing. H -r �'te/Crean Line . Ab^{'ES¢1 �eg�y = B 1-2 -3159 OS .75 .80 2-3 -2758 Ite!rrn a't lancing is ON others) to �eu�t rctatia�tq�I. See HM It�c�d f� 10 PSF rtarmhameL BC]I,. F31 80.00 ft, suuJ TQi dth ]0.00 ft .04 .13 .17 . -91 and PLArM BASED CN CREEN FINER VAUM. Mean, roof heirs = 24.96 R, nph m 75 75 3-4 -2952 .07 .31 .38 I�MI/M 1-1995; 10.3.4.5 and 10.3.4.6. LBC Stud �1 Itad p� 4-5 -2985 .05 .37 .42 ----------IlY�D 41,MIGNIM 1LB ---------------- I� �' RU CSI Dir L.Plf L.Ioc R.PIf R.Ix x.00 6-7 1941 TC Vat 150.00 0- 0- 0 150.00 0- 2- 0 .15 .65 .80 7-8 1230.10 TC Vert 214.00 0- 2- 0 214.00 4- 6- 0 .19 .78 .88 8-9 1230 TC Vert 64.00 4- 6- 0 64.00 21- 8- 0 .63 .10 .64 .74 9-10 2282 BC Vat 20.00 0- 2- 0 20.00 5- 8- 1 .00 .18 .58 .76 BC Vat 120.00 5- 8- 1 120.00 15- 8- 1 .00 FEB RIYE CSI riEB FUKE CSI BC Vert 20.00 15- 8- 1 210..00 21- 8- 0 .00 2-7 -809 .43 3-9 1839 .81 T�y�,ppee the X.Ioc TC = }50.0 S- 8- 6 .48 3-7 1576 .82 4-9 -621 .21 7C Vat 310.0 15- 8- 0 .48 VM999F IN 8�)Ci.1vE) BC Vat 150.0 8- 0- 0 .48 BC Vera 150.0 11- 0- 0 1.4/ INM41- .48 -.25" D- -.28" Tb -.53" Joint r„-ar;cna 5-6-0 3-6-15 6-5-1 6-0-0 ® 1 0- 0- 0 6 0- 0- 0 5-6-0 9-0-15 15-6-0 21-6-0 2 5- 6- 0 7 5- 6- 0 9-0-15 12-5-1 3 9- 0-15 8 11-10- 0 1 2 t3 4 15- 6- 0 9 15- 6- 0 4 5 5 21- 6- 0 10 21- 6- 0 1 �`150Ji �r 1501/ 1� 21-6-0 0-2-0 _i STUB 6 7 8 9 10 5-6-0 -4 10-0-0 6-0-0 5 -6 -pp 15;/, p 21-6 0 Truewal Systems Plates are 2D ga. unless shown by 78"(18 ga.), d ^H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. 6=.),�. .y Lu 1 N CO 8982 T xp. 12� 102 it C W� •o�`� �OF CA�� 11/13/2001 Scaler 5/32- - 1' ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 76.0 WT: 135 # WO SMCEM This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and donechk: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Customer Name: BLlI SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgnr t #LC . 10 da ®LLC design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing TC Live 20.00 psf DurPacs La1.15 P.1.15 shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 12.00 psf Rep Ltibr Bari 1.00 TiRUSWAt SYSfCMS 4445 Northpark Dr., Colo Springs, CO 80907 will reuse the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the followingstandards: 'JOINT DETAILS', b Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design y BC give , 00 psf O.C.Spaeistg 2- 0- 0 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIE -91) and 'HIB -91 BC Dead 10.00 psf Design Spec UBC -97 SUMMARY SHEET' by TP1. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wivaasin 53719. The American Forest and TpS.0 Version T6.2.6 ss Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Is TOTAL 42.00 psf DeR Ratio: If360 TC: la/480 Job Name: smcdan Truss ID: P 1 Drw 06�- EM X -ICC REPCT SIZE REQ'D TC 2x6 DFL #2 Platirz3 spec • AISI/'IPI - 1995 This truss is designed using the 1 0- 1-12 1099 3.50 1.50 BC 2x4 rFL #1 & Btr. THIS =ICN IS 'ITE SITE RESULT OF LBC -97 ax3e. 2 11- 2- 4 1099 3.50" 1.50" I'M 2x4 LFL STANDARD M MPLE Lao CASES. Bldg EYrlcsed = Yes C$, BLX 2x4 rFL SDVEARD BEARIM REQL7DREI�IENIS shot ar are based ONLY Tntss Terni -ie" = Not End jam+ TC FCF E AXI, RD CSI BATH VAILES PIR ICED RE5F3aR REI2 #1607. an the truss tratevial. at each bearing. Fiuricale/Ooeari Line =IgD F� �teg�y = B 1-2 -1072 .01 .51 .51 1:1 t tat bracing is (by others) to Iocaded for 10 PSF rrn-om>zxsrt BCiL. Bldg Iaz�h 80.00 ft, Bldg fdidth = 40.00 ft 2-3 -1072 .01 .51 .51 prevent rntatirn/tc pl' See F IB -91 and Cable blocks are 2x 4 O 16.0 in. o.c. MAX. Maalz rhea£ ; = 23.17 ft, ttph = 75 A I/IPI 1-1995; 10.3.4.5 aryl 10.3.4.6. <It is assured ti -at one face of this truss 22.0 psf BC FCRCE AXL END CSI PLATIIN3 BASED IN (BEEN LL14BER VALLiES. < is sheathed with p1 CEB, wood board ----------ICY1D CASE #1 IE:SIIN ICaIIS ---------------- 4-5 625 .09 .46 .55 -Attach tcp dYgd (if sho n) with < siding or hardboard plywood, If rot, Dir L.Plf L.Icc R.Plf R.Imc II./'IL 5-6 565 .08 .13 .21 2-4 plates (2x4 or 3-6 plater (2x6) at 24" < additional leads trust be considered on TC Vert 128.00 0- 0- 0 174.00 5- 8- 0 .31 6-7 625 .09 .46 .55 o.c. and � Lied rotated, in additiai to < ron-eatitaxxiz•bearirg gables. 1C Vert 174.00 5- 8- 0 128-00 I1- 4- 0 .53 the heel Pnat' � stn a,. TYw semtdary tcp use adeq-te staples or gable blocks. BC Vert 20.00 0- D- 0 20.00 11- 4- 0 .00 VEB2-5 197 FC%£ .08 VIEB2-6 F 191 607 headed I cim(rd DD Nor IQ im vm> E SIn v BYhe notched for cut -lookers a (.:*) Ctibl iFs may req ere lateral See gabl bracing d ta, I - Lateral 1 in line with the cfrads have MAX 1EFZ13:PIC N ( rct been osidered unless, noted otherwise - V999 IN MEM 4(LIVE) rns I 'Ilse loads and their connections are the L= -.0311 D- -.031' Z` -.06'1 respasihi1ity of the brilding desirr-. Joint Iacatims = 1 D - D - O 5 4-1-0 2 5- 8- 0 6 7- 3- 0 3 11- 4- 0 7 11- 4- 0 4 o -o-0 5-8-4 t` 61 _ 3-4 0-0-4 5-85-8 0 5-8-0 5-8-0 11-4-0 1 S -B -II t2 5-8-0 3 r 1 00 -12.001 0 -M- 11-4-0 0 4 5 6 7 TYPICAL PLATE : 1.5-3 ''�` 4-1-0 7-3-0 11-4-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "11"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled plates and false frame plates are Dositioned as shown ahova 6 -INP t-4 0-0-4 i F 0� 4C q < ' -yam tf f`ES-T. C 5982 �J Exp. 12!,.;a./02 � C NW. � OF 11/13/2001 Scale: 7/32• . 11 ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 65.3 WT: 112 # WO: SIACEM This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and doteChk: Custeroaer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B LU SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgar: #LC . 10 I da design meet or exceed the load'ung imposed by the hrcal building code and the paticular application. The design assumes that the top chord is laterally TC Live 20.00 psf DurFace L=1.15 P.1.15 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing inaterial directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 12.00 psf Rep bfbr Bad 1.00 TRUSwAL SYSTEMS '6645 Northpark Dr.. Colo Springs, CO 80907 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DF'PAILS', b Truswal, 'ANSI/TPI I', 'WTCA I' - Wood Truss Council of America Standard Design g Y ng BC Live .00 psf O.C. Spacing 2- 0- 0 Responsibilities. 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 psf Design Spec UBC -97 Version SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and I Den Ratio: L/360 TC: 1/480 Tp5 .0 T6.2.6 Paper Association (AFPA) is located at 1111 19th Street, NW. Ste goo, Washington, DC 20036. TOTAL 42.00 psf BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. ,A Agricultural building is defined as follows: Agricultural building is a structure designed and t'6nstructed to house farm 9 9 9 9 9 implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 5's- 3 S-0 3 `Z ZONING F OWNER ... A -AJ n1 C cwo I Fu PHONE NO: g>2_7 OWNER'S ADDRESS LOCATION OF BUILDING 33 Lt R L> - C Azo .V C -7 - USE � P� USE OF BUILDINGf QV F" T_ �� %A SIZE OF STRUCTURE 1 f -'X --20 .21)1 = S SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING o�`'c> +- 13A, -r- ROOF COVERING L F:>LV FLOOR TYPE , A.) L ESTIMATED COST OF CONSTRUCTION $ 7_1!�] © o o AG Buildings shall comply with the minimum front, side, and rear yard setback -requirements of the applicable County Ordinances as follows: FRONTIS6 SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with t requirements i ffect at that time and before occupancy. Date �— ` Signature of Owner Permit Fee -$109.98 The above described AG Building is exempt from a building permit. FL OD PAR L P. ROO G 117 Receipt No.' Manager Buildi Divisiop By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —'Applicant Date6-^ r I =NOTES /r� G �P� l o �t✓trw 1 • f V RESIDENTIAL ' PE IT NO. _ 055-350-032 0.1-2 0 3 MCDANIEL, STAN� HAMLIN CANYON, QR49;qL_L 4 BR, 2 '/z BA, 2 CAR GARAGE SPECIAL CONDITIONS USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY OFFICE COPY �l'n 'c Address ` GAS Date 0- Meter By fs ELECTRIC Meter By Date r for 17 ;46k RrtrE�. on P,rbNde rc�rt 7��r'c'. i JOB FINALED (Date) &%- Signature r SRA FLOOD CERTIFICATE REQ. i FJ.RE SPRfNKLERS REQ. SPECIAL INSPECTION ITEMS ,'- VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY OFFICE COPY �l'n 'c Address ` GAS Date 0- Meter By fs ELECTRIC Meter By Date r for 17 ;46k RrtrE�. on P,rbNde rc�rt 7��r'c'. i JOB FINALED (Date) &%- Signature r i USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY OFFICE COPY �l'n 'c Address ` GAS Date 0- Meter By fs ELECTRIC Meter By Date r for 17 ;46k RrtrE�. on P,rbNde rc�rt 7��r'c'. i JOB FINALED (Date) &%- Signature r V= OK 0 = Not OK - = Not Applicable = Not Ready ' RESIDENTIAL (� Date derfloor (Plans) OK except #'s Z ng -Setbacks -Easements -Flood -Slope FtL,Main; Soils-Elec. Grnd.-4tg. Depth -Clothes Closet Light -Shower Light -Spa Light Ftg., Garage; Soils -Steel -EI rnd.-/l-7-i--Ftg. Depth 4. F ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Slomwalls, Main; Steel-Blockouts-Wrapped S _walls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. P' rs-Fireplace Ftg.-Steel �2 .W.V.; Fall -Fitting -Test -2 Way 10. U , Gas Pipe; Size Anchors Yard Gas Piping; Size Test E. Ducts Insulation & Support ater Pipe; Test -Anchors -Re -' ervice Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 0 4 G106rs-Sills-Anchor Bolts-Joists-Vents-Crippies 1 Access & Ventilation 16. Insulation Date, , S Card B-1jr= ) Date Card B-1 D Card B-1 Date Card B-1 Date PYUMBING (Permit) OK except #'s 1 r Htr.; Vent -Access -Combustion Air Baffle 1 r Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access —� 21. T Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date L� Card B-1 Date Card B•1 Date Card B-1 Date Card B-1 Date EIECTRICAL (Permit) OK except #'s 2 Fixture & Transformer Clearance -Ins. Protection 2 . E. Receptacles Spacing -Lights & Switches at Doors 2 -Size Boxes & No. of Conductors Stapled . 52 ex Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech Fasteners -Bond Gas & Water 26' 2 Appliance Circuits in Kitchen & Conductor Size GFI .-29--SUbfeed Wire Size/? / ga.(60 or AI-A.C. Wire Size/ / ga Cu or At Range Circle /10 / ga Cu -PAI -Oven Circ. / / ga Cu or Al Insulated Neutral R(Yes O No 44/ 5ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4V Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 2. Hangers -Post Caps -Anchors -Connectors 4 -(.'Cling. Joist-Rftr. Ties- Purl in- Roff Brac.-T Shting.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 48�Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing r. r u Property Line Firewall & Openings 5 Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits ...669Q;tairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55,,Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5"iding-Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58filazing Area -Glass Protection -Skylights -Plastic 5 hear Walls; Nailing -Bolts 6 r Interior/Exterior Wall Panels 6 nsulation-Walls-Ceilings 62. Infiltration -Walls -Windows Date 4 j ', Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Srrrd�'d`eCecTor Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection fA! Bedroom Exiting prl. G.F.I. & Bath Fixtures & Tub Access -Spa jff Elec. Trim & Subpanel, Breaker Sizes & Labels .rs & Rails Fireplace or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance J. Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in arage; Above Floor-Mech. Protection 7 pb., Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection . Insulation -Foam -Looked in Attic rd Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes .W. fARbwing Instld./Drive D Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes J No 1414.1 Stucco Brown -Finish C. Unit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings r Well, Disconnect, Electrical, Plumbing P24Exterior ElecTrim, G.F.I. Receptacle -Underground Ventilation Throughout House ass Protection 0. Corrections from Previous Inspections Gas Test Meters Tagged, Gas -Electric /9nWater & Sewer Connected -C/O to Grade -HD Approval Certificate -Other Certificates �9�Address Posted Date / B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 101 VVJ Card B-1 Date Card B-1 Comme s at inal: S1. Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 3 -Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s ;7A E. Ducts Insulation & Support 3 . V nt Fan, Exhaust above insulation 3;,. Condensate Drain & Overflow, Size & Grade 3 Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic t Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4Q,"'Slis Proper Materials & Anchors IIs Studs -Nailing Spacing & Braces -Plates -Sound 4t -,/"Tearing Walls over Girders & Floor Nailing 4 .,Graft Stop in Walls (rat proof) 44/ 5ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4V Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 2. Hangers -Post Caps -Anchors -Connectors 4 -(.'Cling. Joist-Rftr. Ties- Purl in- Roff Brac.-T Shting.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 48�Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing r. r u Property Line Firewall & Openings 5 Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits ...669Q;tairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55,,Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5"iding-Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58filazing Area -Glass Protection -Skylights -Plastic 5 hear Walls; Nailing -Bolts 6 r Interior/Exterior Wall Panels 6 nsulation-Walls-Ceilings 62. Infiltration -Walls -Windows Date 4 j ', Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Srrrd�'d`eCecTor Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection fA! Bedroom Exiting prl. G.F.I. & Bath Fixtures & Tub Access -Spa jff Elec. Trim & Subpanel, Breaker Sizes & Labels .rs & Rails Fireplace or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance J. Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in arage; Above Floor-Mech. Protection 7 pb., Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection . Insulation -Foam -Looked in Attic rd Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes .W. fARbwing Instld./Drive D Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes J No 1414.1 Stucco Brown -Finish C. Unit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings r Well, Disconnect, Electrical, Plumbing P24Exterior ElecTrim, G.F.I. Receptacle -Underground Ventilation Throughout House ass Protection 0. Corrections from Previous Inspections Gas Test Meters Tagged, Gas -Electric /9nWater & Sewer Connected -C/O to Grade -HD Approval Certificate -Other Certificates �9�Address Posted Date / B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 101 VVJ Card B-1 Date Card B-1 Comme s at inal: V = OK 12. 0 = Not OR • = Not Applicable MOBILE HOMES • =Not Ready Date Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Card B-1 Date ti Card B-1 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./ /'LPG 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 Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricitv: 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. 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 r 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 \1 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date ti 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 ._, r�-^.^'--�.-....tip--^��]vr.--'`.:..-•-�..!i.'_ �....+--._---.nax.is.^v^^-`T�h.t..t�r-�'�,•1. �-�1�.+r--+,.. __,..-^...• „-s.y-� - COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE SOO OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. JPI 4^ Z- Z7, C�-z� 0 Date !!- J(j) _ Inspector T REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF'DEVELOPMENT SERVICES -- -t - - 411 Main Street • Chico, CA • (530) 891-2751 '7 County Center Drive • Oroville, CA (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates,that the following violations of butte county Ordinances exist at the above address and should 66 'corrected. Please. notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date W r /1 7 LA Z - Inspector REV 10/92 i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751- 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. I e ►� i cT� 5-�t,,�s o' CT S (2 �� t' f ,� c, (VU --r s pir, ov- -t-0 -r=tm ( ��y, Qe �rK �- � Cc�►p�r ✓� s �eeo✓��t J e �>� �. �, �s -d— JbVi M, Ii r �— v e COUNTY OF BUTTE BUILDING DIVISION - DEPARTMENT OF DEVELO:PMENT.SERVICES 411 Main Street • Chico, CA • (530) 891-2751 _ 7 County Center Drive •'Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice1his office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. t i f DateI/ /_ Inspector REV 10/92 a 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 01-2500 ASSESSOR PARCEL NUMBER 055-350-032 ZONING FR 10. BUILDING PERMIT OWNER STAN MCDANIEL TELEPHONE 877-8277 SO. FT. OCC. BUILDING VALUATION 2540 — OWNERS MAILING ADDRESS PO BOX 786, PARADISE 95967 L07 CONTRACTOR'S NAME OWNER TELEPHONE 564 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 221- 55n ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS �j HAMLIN CANYON CT .8� Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT F ring Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New 01, Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 4BR, 2 1/2 BA, 2 CAR GARAGE Gas piping system 1 - 5 outlets 15.00 00 Buildingsewer .1 15.00 1 ' Mobile Home S G W @20.00 ' 00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Fe_el 20.00 V OR LESS Main Service .AOR 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 f ce and effect. -ry License Class L Lic. No. / �%I �! O NER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 4t I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ?'ate-� v�`- Date ,/`(.� ID �� , t.,,,,,� / Signat rof Applicant - Owner ❑ Contractor ❑ Agent An OS permit is required for excavations over 60" deep and demo itioncon truction of structures over 3 stories in height. �(o �S• Main Service 200A TO 1000A 46.00 NEW CONST. DWE1LINo OCCUP. SO OR ADDNS. ( a ACC. BLDS. 3.5¢FT. inc, Lc Ho qo ID MULTI.OUTLET @7.50 POWER APPARATUS a sINGLE oimFT aR. Ex, Occu OUTLET OR FIXTURES 100 �L Ex. Occup.OFuT IED APP as °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE S 171 .49 MECHANICAL PERMIT Fling Fee 1 20.00 Heating 30 WL Cooling Hood 6.50 Ventilation 4 50 PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ q�q t / co NST. TYPE TOTAL FEE $ 11908.96 HAZ. _ D. IMP ROOD X CDF X PARCEL X pp X HD ISS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have y 92RMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. D j Date / ) Z ate Receipt No. •'0' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT _ `� �^-�^ '-'`~ �~+» ``-� �� --' -'��'~~ �-~-- �� '` �_~� ' — - ' ^ -`�~` --"�rm�,,����,mn~`-�,�� .' � ^ ~' ° ~ " '` ' ^ ^` ° ' - '' ' � `. ____ ' '' � __ _ _ `� ^ ,~ � � +� � ^' `�. ` . � . _ ^ - `. - ` ,. \ . -� . �` � . ` ' � . ^' . -` ' � . ' ` � . �.- � . ` `_ . - .~ � . � ' . . - . . . ' .. . - _-'- � ' r:..-, � . •. -�+ :' �'.�;.trTt•.��.^.,v,r' `-�:,��+•� •-� 'r,�2,_r _ .. �.. _ � ,iy: r�;."{�tr„ `J i�.t:r,....n`a„�y' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ` c [)Q/Vl l QQ ,Q 1�1 ASSESSOR PARCEL NUMBER: 65 • j 5 " 30Q Proposed Building Use: 'S , F� Building Inspector: Date: /0 -q-O/ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ------------------------------------------- 117. ------------------------------------------ ❑7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ . Manufactured Home data and installation instructicluding Tie Down Specifications .------------------ 51 y eesof $ Q----I-Z -------------------------------------------------------- pact fees as shown on the attached schedule.—�,� t ti�------------ ------------------- California Department of Forestry plan approval/fWa!=" 3-- ----- , --�� -5-6 _�lt /� Flood elevation certificate. ---------------------------------------------------------------------------------------- talion and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: 01k (B) Parking: -------------------------- /(y_ t9' O ) ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainag`'2egal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- El 20. Pre -inspection for required. Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- Pt.,Letter of signature authorization. ---r ------------------------ ---------------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- lj - ,/p ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 1:1433 A, []Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- -------------- E130. ❑30. Other: ------- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to Telephone V ? ', 9a % and hold for pickup at Mu I srrn.vc >. nevi ew i. (��� p• f -F. Applicant: .4 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ A Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ pthq: Index permit application for the above items numbered: 2. Additional items required: j'` -J C- 1j Q Deliver with m* sspector. &-S)O&CDate: /V VOW . Date: By: _ Date: By: ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by❑ p e, mai , ❑ Building Division counter, by tLDate: Contractor, designer, was advised of the above required data by phone, ❑ mail, ❑ Building Division counter, by _)�6Date:1 t Contractor, designer, owner, was advised of the above required data by 13 phone, ❑ mail, 11 Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin Division counter, by Date: Plans reviewed by: '' -11 Date: • 0 - ()j Plans approved by: P W- Date: Z' O— Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: VP11n11/ rnnAr - Tl-i.,,F+„t .,f^:--:-_-- E.H. USE ONLY L Plot Plan Attached Floor Plan Attached Sent to B.D. 16RAI TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance S:6:� r, C, C4 kOn C/A A /--I Owner Loc n AP# Plan Approved for: Sewage Disposal �• Water Supply: Public Private Well Clearance for dwelling. Other Flol inal for: T;;yxJ Final clearance O.K. for: NOTE: ironmental Health Splecialist 8/96 nln✓ IS Zool Date A COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE c.y P A.P. # OWNER �I V�,C �L�-�X � ��✓'�-CA/h PROPOSED BUILDING USE F. DATE r°� y-- C3 RECEIPT # DATE REC 1DING PERMIT FEES 1 Q j e ) -- alance Due ................ $ -- Additional Fees Due ........... $'. -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ <2.SCHOOL DISTRICT FEES (paid at District Office) I O P Ls=e SRIFF FEES (paid at Building Division)e�tial ........ x $360.00 = $ 3GO. /3) Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$_ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) f/ 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 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be chang` d during .the planCchecking process (.-A A A M-ba,ini APPLICANT DATE lo—q-61 Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) /r November 7, 2001 Stan McDaniel P.O. Box 786 Paradise, CA 95967 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Building Permit Number: 01-2500 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: 28x50 windows, located in bedrooms, will not meet emergency egress requirements unless they open completely with no overlap of glass area. Please be sure that the windows you order for the bedrooms meet emergency egress requirements before they are installed. If you decide on a larger window please change your energy calculations to reflect any changes. ,-!C Energy calculations must be done per the current standards. The calculations submitted are for expired standards. Please submit two new sets of energy calculations. Location of water heater and HVAC systems must be shown on the plans. If FAU is located in the attic please have appropriate truss sized for the additional loads. STRUCTURAL COMMENTS: 1. Provide beams and supporting members for the front and rear porches. Include beam to carry O�. the B2 and B2A truss reactions at the right side of the rear porch. Truss P requires 1j�• continuous support and does not provide sufficient clearance for construction of the arch at • 0` the front porch as shown on the elevation view. Please clarify. 2. Provide 4 Simpson A35 clips along wall. line 15 connecting truss B to the top plate as specified in the structural calculations. The plans show 3 clips. 1 of 2 PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide energy design compliance and supporting documentation. 2. Pay Balance of Building Permit fees in the amount of $1275.49 3. Impact fees: 3.1. Complete and return the Butte County School Impact fee certification form. 3.2. Sheriff fees = $360.00. 4. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, MLDU� Martha Christy Plans Examiner Cc: FLT Engineering 2 of 2 4,1A4 Philo Hunt, P.E. Plan Check Engineer APPLICANT: OWNER: PERMPT 1: A. P. . WORK DER L L lo -?i0-0( PRC -ECT YKU%,r.00u �'V�d�vv►i � al0 �iC�v► q Y C act i 44 d • Owner: Plans Examiner: Martha Christy RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Building Permit Number: • — 01 ZS6Q A. P. Number: _Sib —032 GENERAL: 1. Zoning requirements — (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. ' Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 3. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLAN: ` 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). .1 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). o _ Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). (Duel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 11. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 12. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13. Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). 14. Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum -1024 sq. in' & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls -shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels_shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in Be or offseffrom each"other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall (, �, ' lines must be continuous throughout the structure. A California licensed architector registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date'on all sheets of plans depicting the designed elements and cover sheets of calculations. - 3. - Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough'to'construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. 6 Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Would'e- % G a*VA cSiZ. 8.' 'Fireplace construction details and calculations if necessary. 15 ,uo 1por+ o4F -t'i "o -Oto A+ 9' Garage door header size(s). ' ��� r 9 %, - Forte , - 9Porch header size(s). cJ � For+ -jZ+� �. Typical header size (s).. `, �1 %JlcvvO 12. Stud heights. L"4Ad -(p 5 13: High expansive soil special foundation design required. ��o-�yy.� c o►� • 14. Retaining walls requiring design. r r �� 15. m Gypsuwallboard nailing inspection required. P. V If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, ,certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. -Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must'be shown ,on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. _ MISCELLANEOUS ITEMS: 1. Stairway details - landings, -rise and run, head clearance, handrails (Uniform Building Code section 1003). 2. Guardrails (Uniform Building Code section 509). 3. • Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster = weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6.. Foam insulation protection.- 7. 36" Balls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic,access and ventilation (Uniform Building Code section 1505): , IF. Sound requirements. �nergy design compliance and supporting documentation. !ate 13. CDF responsible area requirements. rev C�. BUILDING PERMIT REQUIREMENTS: 1. SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special -Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 THIS Is ]FIBER GLASS BLOWING WOOL INSULATION FTC FACT SHEET I -CLIMATE PROTM BLOWING WOOL INSULATION Bag Weight 25 lbs. Nominal (Minimum Net Weight of Insulation. in this Package is 23 lbs.) R -VALUE MINIMUM THICKNESS BAGS PER 1000 SO. Fr. MAXIMUM NET COVERAGE MINIMUM WEIGHT PER SO. FT. To obtain an Installed The number of bags Contents of The weight per insulation insulation per 1000 sq. fl. of this bag should sq. fl. of installed resistance should not net area should not not cover insulation should (R)'of: *be less than: be less than: more than: not be less than: 1 11 5/< in. 7.0 142 sq. ft. 0.176 lbs. 19 8% in. 12.5 79.9 sq. ft. 0.313 lbs. 22 10 in. 14.6 68.4 sq. ft. 0.365 lbs. 26 1134 in. 17.2 58.0 sq. ft. 0.431. lbs. 30 13 in. 20.0 50.0 sq. ft. 0.500 lbs. 38 16% in. 26.3 38.0 sq. ft. 0.659 lbs. 44 18% in. 30.5 32.8 sq. ft. 0.763 lbs. 50 20% in. 35.5 28.2 sq. ft. 0.886 lbs. 60 23% in. 43.0 23.2 sq. ft. 1.076 lbs. Read This Before You Buy What You Should Know About R Values. The chart shows the R -value of this insulation. "R" means resistance to heat flow. The higher the R -value, the greater the insulation ,power. Compare insulation R values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and fancily size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R value, it is essential that this insulation be installed properly with pneumatic equipment. 117" Johns Manville Johns Manville Corporation Insulation Group P.O. Box 5108 Denver, CO 80217-5108 Internet: http://www.jm.com BIC -194 7/97 m 1997 Johns Manville Corpomlion CLIMATE PRO® FIBER GLASS BLOWING WOOL Your home has been professionally insulated to provide a guaranteed thermal resistance. 61. 1 Cn7y STATE RECORD OF INSTALLATION BLOWING WDOL CA NEW CONSTRUCTION IF RETROFIT; ❑ RETROFIT DEPTH OF PREVIOUS s� INSULATION NUMBER OF BAGS USED INCHES ' C� 14}`�' S (� AREA INSULATED - 4 ESTIMATED R -VALUE OF SO. FT. PREVIOUS INSULATION 1 I THICKNESS INSULATION WALLS �3 OF TYPE(S) OF PREVIOUS INCHES INSULATION IN ATTIC R -VALUE OF INSULATION 3� be less than: SQ. FT. W3 `- CLIMATE PRO. BAG WEIGHT - 25 LB. NOMINAL R -VALUE BATTS AND ROLLS BAGS PER 1000 SQ. FT. MAXIMUM NET COVERAGE ,R -VALUE THICKNESS AREA INSULATED CEILINGS 30, 1-2— IN. S (� SQ. FT. ' IN. this bag should SQ. FT. WALLS �3 SA IN. ( 8 O not coverinsulation should (R) of be less than: SQ. FT. O1 1 ` IN. 5 11 SQ. FT. 2-S b1b FLOORS IN. 19 SQ. FT. 12.5 79.9 sq. ft. 0.3131bs. 22 10 in. IN. 68.4 sq. ft. SQ. FT. `- CLIMATE PRO. BAG WEIGHT - 25 LB. NOMINAL R -VALUE MINIMUM THICKNESS BAGS PER 1000 SQ. FT. MAXIMUM NET COVERAGE MINIMUM WEIGHT PER SQ. FT. To obtain an Installed The number of bags Contents of The weight per insulation insulation per 1000 sq. ft. of this bag should sq. ft. of installed ` resistance should not net area should not not coverinsulation should (R) of be less than: be less than: more than: not be less than: 11 5% in. 7.0 142 sq. ft. 0.1761bs. 19 8Y4 in. 12.5 79.9 sq. ft. 0.3131bs. 22 10 in. 14.6 68.4 sq. ft. 0.365 lbs. 26 11% in. 17.2 58.0 sq. ft. 0.431 lbs. - 30 13 in. 20.0 50.0 sq. ft. 0.5001bs. 38 16Y44 in. 26.3 38.0 sq. ft. 0.659 lbs. 44 18% in. 30.5 32.8 sq. ft. 0.763 lbs. 50 20M in. 35.5 28.2 sq. ft: 0.886 lbs. 60 234 in. 43.0 23.2 sq. ft.\ 1.076 lbs. a INSULATION CONTRACTOR SIGNATURE - 1M 1'tCaJA/,SIN— 1 DATE 3-1b -� COMPANY 1&; -LZ, LLa laM ADDRESS v PHONE S14 Sbl(;� HOME BUILDER SIGNATURE DATE ADDRESS PHONE v JohnsManville BIC -194 7/97 0 1997.1ohns Manville Corporation Johns Manville Corporation, P.O. Box 5108, Denv i er, CO 80217-5108, Internet: http://www.im.com. F8r more information�'call 1-8OM54-3103. 04/09/2003 08:14 66 PAGE 01 pj.oQ H-9-03 �l eve `s cab Ca Y -J -ivY 3348 l�ml�vi �n-yon.��. Z a,v-L pershow w�1c. 5aKO'(- Cts;,Joh Ca rd 13Pc.�v s -e ,� �.o,.� S -e WccS /00 i lone, and �ob Ca ,-d Sv w -e wi.l I P06 /e S-- fW� (���� C l Con s fi-ucy-?bA) eA9. I 115v5e ko-s al recd -y b-rc, �, P,,�, cl-�- n -e -e-j pool 4m,w , �b 1.I P061 S 16.5+ Svh CC_ (,_ IIS ��. GKY �oo�S Cox'sk r•5� o COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this Job card In a safe, conspicuous place. Do not remove until all required Inspections are made and building Is approved for occupancy. Plans must be available on the job site. _ A.P. No. _ 055-350-032 01-2500 Owner MCDANIEL, STAN Contrac �?HAMLIN CANYON, QR4WILI 4 BR' 2 '/,. BA, 2 CAR GARAGE Permit No. PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION I DATE I INSPFCTna Piers Underground Conduit Underfloor Electrical Underfloor Mechanical Underfloor Framing��. Slab b ca& ►� �� lie . Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Firu Buildina or M.H. 0 DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME ............... IS APPROVED FOR OCCUPANCY Addresses :;Infocmatran:.:: Croville - 7 Count Center Drive 538.7541 538-7636 Chico - 411 Main Street 891.2751 891-2834 Revised 7/94 a Pe2 r 1 i , i V ign sistance Monte Call - 193 Camellia (510) 871.4112 Office Truss Take -off Design & Sales Dr - Paradise, CA 95969 (530) 811.4732 FAX TRUSS ENGINEERING McDaniel Residence f--jr m l ikk 0o &vJ ecj Revised Engineering H Truswal Systems 055- 350--0?a MAR 2 $ 2002 BUTTE COUNTY BUILDING D 0 rIVISl-zs o wt (800) 332-4045 ju RE COLMy DEPA VjOE F job Name: smcdan FORCE Truss ID: B2 1 Drw; COO 1317072-001 BIG 1 X -IDC 2- 6- 4 REACT SIS 1032 3.50" 1.50"D 2x4 I1EI #1 &Bir. 4-7 I�7ottas the rectrizsttgt far lateral bracing ® at eadt lam qt t�7oMnt. Lateral bracing 'il•1is design based cn ch=d htacirr3 applied � 2 3 23-]1-12 38- 8- 4 1935 3.50" 2.06" 542 3.50" 1.50" BC 2x4 I1Fi #1 & Btr. 2x4 DFL. S) system Quch irrltr)° d al or x -bracing per the �� eciled>le: nimc o.c. fron to .10 FORCE AXI, EIND2x6 CSI 17-6 IFI., #i2 19-21 2x4 DFL SI1 �IEBplating are the zr xnsil:ili of the buildir>3 desigt,e 'R1,trwal Sys BRACE -IT may be BC 75.00" 24- 1- 8 31- 0- 0 Mus truss is designed usisg the -2 1-2 2-3 169 -762 .02 .12 .14 .12 Pl'r' quer ArSI/`IPI - 1995 used for e�inucus lateral tn>Ssses ��oad 24" oc. Alterra� t gvely� use -97 Qx1e. � Tklcead = Yes 3-4 -655 .00 .12 .12 .00 .12 IM MIGN IS TLE CCl4F SPIE RESYII,T OF MgTIpIE LAID CA�SFS. scala � T -brims as sln rt at Tru�l � i +-ter; ., = N� gd �� 4-5 5-6 343 594 .12 .00 .38 .38 .07 .38 .45 BEARM R13�JIRDMIS slron are based CNLY an the truss anterial at each bearirg. efts standard and detail (001003160. HSE VALIFS PER ICED RESEARCIi REED #1607. R B��/0.�gp p = gj % 1 ft dg I tit Z _ 6-7 7-8 595 -456 .07 .25 .32 .00 .16 .16 irra.; ,. tar tit ICY �r3 nu_ -t be in place befcre erecting this truss. Ir>Acbd fan- 10 PRF non-otrrcxazH BCI.L. LAcaticn of it -ericr bearings sharld be Mean roof lhr--= t = 24.80 ft, arch 75 [� Standard may, Dead I -A = 22.0 psf 8-9 9-10 -350 -685 .00 .09 .09 Shim bearings (if neadacl) for req. suit. clearly narked ni each truss. Drainage must be provided to avoid p�itz3. .38 .43 .00 .09 .09 854 PLATRZ BASED ON GREEN UMSER VAIi1;S .14 BC FORCE AXL HA CSI 17- 0- 0 11-12 -85 .00 .08 .08 23-11-12 12-13 529 .05 .04 .10 31- 0- `0 13-14 670 .OS .17 .21 38-10-041 14-15 483 .04 .17 .21 15-16 483 .04 .25 .28 16-17 -3 .00 .25 .25 17-18 -1891 .24 .00 .24 18-19 -437 .05 .38 .43 19-20 854 .08 .14 .22 20-21 841 .08 .07 .15 FEB FORGE CSI FEB FCIKE CSI 18-6 -346 .08 5-18 -1022 .62 2-12 -937 .13 16-18 -336 .23 2-13 577 .26 7-18 -743 .69 3-13 -166 .09 7-19 1058 .43 3-14 -270 .24 8-19 -335 .06 4-14 321 .12 9-19 -296 .07 4-16 -358 .31 9-20 31 .01 5-16 416 .17 MX I>:FIFZTICIT 14/999 IN MEM 18-19 (LIVE) IF --10" D= - 11" T= -.21" MAX DEFLECTLIN (cant) - 9-7-2 U999 IN MEM 11-12 (LIVE) LF .00" D. .01" T= .01" - Jadrt IncatiQ,s - 1 0- 0- 0 12 2- 6- 4 2 2- 6- 4 13 7- 2- 4 3 7- 2- 4 14 12- 0- 0 4 12- 0- 0 15 17- 0- 0 5 18- 0-12 16 18- 0-12 6 23-11-12 17 23-11-12 7 25- 6- 0 18 23-11-12 8 30-10- 4 19 31- 0- `0 9 34- 4-11 20 34-41- 10 38-10- 0 21 38-10-041 11 0- 0- 0 -_-j TYPICAL PLATE : 1 7 1-0 2-6-4 4-8-0 4-9-12 6-0-12 5-11-0 i 6-10-8� 7-11-12 i 2-6-4 7-24 12-0-0 18-0-12 23-11-12 30-10-4 38-10-0 12-0-0 3 t4 1'1-6 n 13-4-0 1 2 5 6 t78 9 10 t F-9- .00 -79.007 t 6-10-8 t 38-10-0 1� 11 12 13 14 1516 118 19 2-6-4_i 4-8-U � 4-9-12 � 6-0-12 i 5-11-0� 7-0-4 i �r 2-64 7-24 12-0-0 18-0-12 23-11-12 31-0-0 r,tuswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), H (16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. cap,-c� AA „� �ro� �.,.� c_, _- �---- -' - � • - - - 20 21 7-10-0 38-10-0 OVER 3 SUPPORTS -) i,WAKIVIIVLY Read aU notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done A in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be BLI.1 SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that Lite loads utilized an this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, toll ess otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TRUSWAL SYSTEMS will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in 4445 Nonhp4rk Dr., Colo Sprinp. CO SM7 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', ' WTCA I' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Pbte Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TpS. 0 Version T6.2.6 I Paper Association (AFPA) is located at 1111 19th Street, NW, Ste Wo. Washington. DC 20036. / Qtn.;yESSIpNq� ME so -J o. CO 5982 77 # Exp. 12/ 1 /02 TEF: 156.7 FLT:260 # Chk: #LC . 19 11/13/2001 Scale: 1/8• - 1' WO: SMCDAN Custcmer Names da TO Live 20.00 psf DurFacs L.1.15 P.1.15 TC Dead 12.00 psf Rep I4br Bad 1.15 BC Live .00 psf O.C.Spacing 2- 0- 0 BC Dead 10.00 psf Design Spec UBC -97 70 AL4® Defl Ratio: 74/360 TO: 14/480 'Job Name: smcdan RTX£ Truss ID: 62A 1 Drw 2-002 EM X-7170 FS CP SIZE FEQ'D 1- 5- 4 1109 3.50" 1.50" 'IC 2x6 EFL #2 2x4 rFL #1 & Btr. 5-8 D3not- the relpizecst far lateral Imairty ® locatrm Iateal laacing iris deli lased m cl-d braciM Wplisd the l�ellowlrg edna�.e: 1 2 23-11-12 2039 3.50" 2.17 BC 2x4 I&L #1 & Btr. at eadr el... syst xna vdni.dr include &4gV or x-laaclrg building per tame o.c. fxt m to BC 75.00" 24- 1- 8 31- 0- 0 3 38- 8- 4 525 3.50" 1.50" 2x4 DFL S7 20-7 are the r ihility cutin .12 15-16 806 .10 2x6 DFL #2 22-24 de�i��er Nits al PRIG -IT tray be This truss is designed umirg the 'IC FCICE AXL BPD CSI 4FB 2x4 DFL Sn*EARD used fcr oa-tir1 a1E, l laacing at LW -97 Cede. 1-2 96 .01 .11 .12 P spec ANSI/`IPI - 1995 M381 'II trusses 24" oc. Alr *;vely, use = Y tate 2-3 3-4 -1152 -747 .01 .16 .17 .00 .07 -07 II3LS `1 IS -E �rM RESZII,T CF omr'T'tPfR LOAD CAMS. scabs fi-braces as elm at True al Systems starxiaird detail CDO1003160. ThiEkid Fisri,cRte/Oceanr Line = No F C = B ft, I" i�h 40.00 ft 4-5 5-6 -649 344 .00 .10 .10 .00 .38 -38 BE?1RIM 1 15 ehUAn are based CNE ca the truss naterial at each bearirr3. PLAIE VALIES PER I®J RE KiI� #1607. I ceded for 10 PSF rnrernnazert BCI T . Bldg Length = 80.00 = Mean roof he� = 24.80 ft, nph 75 6-7 603 .08 .38 .46 Intericr onset cr tenperary shca-irg mast Iacation of interior bearirrjs she uld be a xbxd C, head lead 22.0 ps£ UBC Stly, 7-8 603 .08 .27 .35 be in place befcre erecting this truss. clearly narked on each truss. 831 8-9 -458 .00 .16 .16 Shite bearings (if needed) fcr req. suppert. Drainage nest be provided to avoid ponding. 12 9-10 -294 .00 .10 .10 FUKI� BASED QUI GRUN LIMBER VALDE3. 10-11 -630 .00 .09 .09 BC RTX£ ARL BND CSI 12-13 57 .00 .05 .05 13-14 651 .04 .OS .10 14-15 888 .09 .03 .12 15-16 806 .10 .10 .21 16-17 1135 .14 .12 .26 17-18 634 .05 .15 .20 18-19 467 .04 .25 .29 19-20 -3 .00 .25 .25 20-21 -1993 .26 .00 .26 21-22 -448 .07 .39 -46 22-23 844 .07 .14 .21 23-24 831 .OS .07 .15 i -m Fa;KE CSI WB FUKE CSI 21-7 -360 .09 5-19 -418 .36 2-13 -910 .12 6-19 463 .19 2-14 -616 .12 6-21 -1]13 Jcdnt r= 2-15 606 -25 19-21 -302 - 3 15 505 .17 8-21 -748 .7 3-16 806 .32 8-22 1053 -4 3-17 -949 .47 9-22 -338 7 4-17 195 .08 10-22 -298 25- 6- 0 30-10- 4 4-18 -326 .30 10-23 42 .0 5-18 399 .15 38-10- 0 23 34- 4-11 9-7-2 MAX rEnE cti ( fit) • WARNINGRead all notes on this skeet and give a copy of it to the Erecting Contractor. TBP' 172.0 WT: 283 # W999 IN MEM 21-22 (LIVE) This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done LP -.10" D= -.11" 1�- -•u" in accordance with the current versions of TPI and AFPA design standards. No responsibility is assmned for dimensional accuracy. Dimensions are to be -ung Degnr: #LC - 19 MAX DEFIFIr CN (cwt) • 1. verified by the component manufacturer and/or build designer prior to fabrication. The building designer must ascertain that the loads utilized on this L/999 IN MEM 12-13 (LIVE) 7 L- .01" D= .01" 76 .02" LLC _0 Jcdnt r= otic n c t' 1 0- 0- 0 13 1- 5- 4 Be Live .00 pof O.C. 2- 0- 0 2 3 2- 3- 8 7- 3- 8 14 2- 3- 8 15 3- 3- 8 D-) ' 4 8- 3- 8 16 7- 3- 8 - 5 6 12- 0- 0 17-11- 0 17 8- 3- 8- 18 12- 0- 01 Paper Association (APPA) is looted at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 11 TOTAL 42.00 psf 7 23-11-12 19 17-11- 0 8 9 25- 6- 0 30-10- 4 20 23-11-12 21 23-11-12 i 10 34- 4-11 22 31- 0- 0 11 38-10- 0 23 34- 4-11 12 0- 0- 0 24 38-10- 0 TYPICAL PLATE : 1.5-3 2-3-8 5.0.0 4-88 5-11-0 6-0-12 6.10.8 3-6.7 4-5.6 2.3.8 7.3-8 12.0-0 17-11-0 23-11-12 30.10.4 34-4.11 3810-0 12-0-0 t 13-6-0 t 134-0 t 1 2 3 4 5 6 7 8 9 10 11 --9.0-01 lit -tom 12 131415 1617 18 .5.104 4-88 1-5.4 7-3-8 12.0.0 tswal Systems Plates are 20 ga. (1F6 ga -), or "MX"(TWMX 20 ga.), 19 291 22 23 24 .5-11.5-118 66-0-1_ 2 7-64 �3-4-11 4-5-6 17-11-0 23.11.12 31-0-0 34-411 38-10-0 unless shown by "18"(18 ga.), OVER 3 SUPPORTS positioned per Joint Report- /OQPaf tSS!0N9! ME 9 No. C 45. 82 T+� Exp. 12!31;02 11/13/2001 Scaler 1/6" - 1' ® Tw WARNINGRead all notes on this skeet and give a copy of it to the Erecting Contractor. TBP' 172.0 WT: 283 # Wo: SMCDAN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: CUstcmer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assmned for dimensional accuracy. Dimensions are to be -ung Degnr: #LC - 19 as 1. verified by the component manufacturer and/or build designer prior to fabrication. The building designer must ascertain that the loads utilized on this TC Live 20.00 psf DurPace 1,-1.15 P-1.15 B 7-[,1 SAR MFG design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. ® Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 12.00 psf Rep Idbr 8nd 1.15 Will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in Be Live .00 pof O.C. 2- 0- 0 TRUSWAL SYSTEMS 4415 Northpark Da, Colo Springs, CO 80907 accordance accordance with the following standards: 'JOINT DETAILS', by Tnnswal, 'ANSI/TPI 1', ' WTCA 1' -Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 psf Design Spec UBC -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and - Defl Ratio: 4/360 TC: 14/480 TpS.0 Version T6.2.6 Paper Association (APPA) is looted at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 11 TOTAL 42.00 psf job Name: smcdan CSI Truss I D: C 1 3 Drwg:CO01317072-003 .30 3-9 1346 .59 BFU X -IOC MCT SIZE RET2'1) TC 2x6 LFL #2 Plating spec : iAMI/M - 1995 'Ibis trues is detaigned using the . 7-8 U+iVE) 1 0- 1-12 2156 3.50" 2.30" BC 2x6 EFL #1 =IFSIGN IS THE C1I4 STIE 1iEM= CF UBC -97 0 -de. - 5- 8- 0 3 9- 2-15 2 21- 6- 4 1622 3.50" 1.73" VM 2x4 EFL 933*00D n=ELE ICAD a%S . lild3 E]�c1seed .Yee 5 21- 8- 0 10 21- 8- 0 cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in 'JOINT 'ANSUTPI BC Live .00 psf PLATE NAMES PER ICED REMN M EZUC #1607. EFARRIM 1�JI RRf ENIS shat are based Cl1LY M r �,t-; r„ a Nat E1•rd 7nne TC FAKE AXL 13'ID CSI IQ4ded for 10 PSF tut-oa azre t BQL. rn the twos tteterial at each bearing. Hariaxle/Ctoeaai Line = kb E� C�teq�y B 1-2 -2478 .03 .52 .55 PLAMM BASED CN GREEN IIME R XXM. Ft2rttmrert bxacirg is Oh• chars) to Bld3 80.00 ft, B� idickh 1 40.00 ft 2-3 .03 24 27 preset Yntation/� See HIB -91 arra McEm �heigkt . 24.% ft, tcph 75 3-4 _� .04 .29 .33 �S I/'IPi 1-1995; 10.3.4. and 10.3.4.6. UBC Starlci 17�d Load = 22.0 psf 4-5 -2255 ..03 .29 .32 --- Ct► I%SIIN ICY ---------------- Dir Dir L.Plf L.Icc R.Plf R.Ioc LLfII, BC Fa1RCE AXI, EM CSI 'IC Vert. 214.00 0- 0- 0 214.00 4- 6- 0 .19 6-7 1477 .17 .76 .94 7C Vert 64.00 4- 6- 0 64.00 21- 8- 0 .63 7-8940 .11 .81 .93 BC Veit 20.00 0- 0- 0 20.00 5- 8- 0 .00 8-9 940 .31 .71 .83 BC Vett 120.00 5- 8- 0 120.00 15- 8- 0 .40 9-10 1709 .21 .68 .89 BC Vert 20.00 15- 8- 0 20.00 21- 8- 0 .00 TAM FUX CSI VM FCRCE CSI 2-7 -566 .30 3-9 1346 .59 3-7 1512 .63 4-9 -352 .12 MAX 1EFI=CN (qmw L/999 IN MFM . 7-8 U+iVE) I-- -.20" D- -.22" 76 -.41" - Jadnt 7n•at'.+.a 1 0- 0- 0 6� 0- 0 0 25- 8- 0 7 5- 8- 0 3 9- 2-15 8 12- 0- 0 4 15- 8- 0 9 15- 8- 0 5 21- 8- 0 10 21- 8- 0 9-10-15 I0-8-0 4 5-8-0, 3-6-15 6-5-1 6-0-0 5-8-0 9-2-15 15-8-0 21-8-0 9-2-15 t 12-5-1 t 1 2 3 4 5 r12 . 00 0-M-0 1 r� 21-8-0 , 6 7 8 9 10 5-85-8 0 10-0-0 . 6-0-0 1 0 8-- 1,5 - 4 Truswal Systems Plates are 5 20 ga. unless shown by 1 (18 ga.), 21-8-0 H"(16 ga.), or "MX':(TWMX-20 ga.), positioned per Joint Report. OF �J�-' MES�gA��� C � � 9 J O. C 5 82 Exp- 12/31/02 S, CMA- a.P� It/13/2001 Scales 5/320 - 1' VVAKLVLLV U Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBP: 78.0 WT: 3.37 # wo: sr cram This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chkt Custer Name: in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B LU SAR MFG]will verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dag=, #LC - 10 da design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 20.00 psf DurFaes L-1.15 P-1.15 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. Ibis component shall not be placed in any environment that TC Dead 12.00 pa Rep Nbr Bud 1.00 TRUSWAL SYSTEMS cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in 'JOINT 'ANSUTPI BC Live .00 psf O.C. Spacing 2- 0- 0 4445 Northpark Dr., Cob Springs, CO 80907 accordance with the following standards: DETAILS', by Truswal, 1', 'WTCA• V - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 psf Design Speo UW -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and ) Ratio; 0 I✓36 TC: 14(480 Tp5. 0 Version T6.2.6 Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. OTAL 42.00 psf Job Name: smcdan _ Truss ID: C 1 A 1 Drw : GOU 131 /U/1-UU4 EEG X -IOC RD%= SITE RIIZ'D 'IC 2r6 DFL #2 Plating spec : ANSI/*M - 1995 this truss ie desaigned using the 9- 0-15 1 0- 3-12 2002 3.50 2.13 BC 2x6 rFL #1 71 -IIS DESIGN IS 'JI -)E Ca4pWrIE RM112 C&' LBC -97 Cb3e. 5 2 21- 6- 4 1608 3.50" 1.71" WEB 2x4 DFL SIANMM MJLTIPLE LMD CASES. Blckj R=losed - Yes ® Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 12.00 pef RAISE VAUM PER ICBD I2IM, KH REQ #1607. HWUM R)3=OvENM sham are based CITY Truss hrratirn = I3_t gid 7cs1e BC Live .00 ps f 'IC FCRCE AXI, END CSI I -i -q fa' 10 PSF ncri-cionaw erit BCiL. on the truss naterial at each beariug. to Huxiaxw/Oceari Line - No E!xp Cittagtay e B Bldg 80.00 ft, Bldg Fhdth - 40.00 it BC Dead 10.00 pef 1-2 -2420 .03 .63 .66 PL IMT K; BASED CN GREEN LIMl4•R VALLES. Petnaria)t bracing iszags (by others) See H M-91 and 1�> rnof heigYt = 24.96 ft, nph 75 TOTAL 42.00 pef 2-3 3-4 -2072 -2229 .03 .19 .04 .29 .21 .32 + + + + + + + + + + + + + + + + + + + + + + Designed fcr 60 Plf drag load applied puevsit totatirn/tcFpinzJ ANSI,,*M 1-1995; 10.3.4.5 and 10.3.4.6. Daad Id = 22.0 psf LBC S-arsiamdce 4-5 -2234 .03 .32 evenly alag the tcp dh�d to the dxx ---------- IDAD� DESIGN LCAIB ---------------- .30 ® ea. bearing (unless rntec)cahcauzatly Dir L.Plf L.Ioc R.Plf R.L. LifD. BC F'IX'E AXL BID CSI with dead + 0 it live loans. D.F. = 1.33 'IC Vat 150.00 0- 0- 0 150.00 0- 2- 0 .00 6-7 1748 .17 .73 .90 Hm7iz. teactian = 1.3 IC lbs. ea. beating. 7C Vat 214.00 0- 2- 0 214.00 4- 6- 0 .19 7-8 1278 .11.83 .94 Clznaction (by ethExa) must transfer equal 7C Vat 64.00 4- 6- 0 64.00 21- 8- 0 .63 8-9 1278 .31 .72 .83 load to each ply (cr adl-cn) shoAnh. BC Vert 20.00 0- 2- 0 20.00 5- 8- 1 .00 9-10 1720 .20 .69 .89 + + + + + + + + + + + + + + + + + + + + + + BC Vat 120.00 5- 8- 1 120.00 15- 8- 1.40 BC Veit 20.00 15- 8- 1 20.00 21- 8- 0 .00 4dB FIXE CSI WEB FCRCE CSI 2-7 -636 .34 3-9 1351 .60 3-7 1446 .59 4-9 -422 .14 MAX DEFIFZRZCN (epmh) . 1/999 IN NFM 7-8 QSVE) L� -.20" D- -.22" T6 -.42" m 1 Jcdnt Trrahiraxa 0 0- 0 6 - 0- 0- 0 2 5- 6- 0 7 5- 6- 0 3 9- 0-15 8 u-10- 0 4 15- 6- 0 9 15- 6- 0 5 21- 6- 0 10 21- 6- 0 0 5-6-0 3-6-15 6-5-1 6-0-0 5-6-0 9-0-15 15-6-0 21-6-0 9-0-15 12-5-1 , 1 2 3 4 5 1� -9.001 1�1-4 0-2-0 STUB 6 7 8 9 10 5-6-0 10-0-0 i 6-00 5-6-1� 15 Ci pn 21-6-0 Truswal Systems Plates are 2 ga. unless shown by'54-2"(18 8"(18 get.), "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. OQ,OFESS;CNq t.1 F`SS' `��yC y 9 w m s °C J N , C 5982 1 A i---- iorl"002 /*, MIN- 11/13/2001 IN- 11/13/2001 Scales 5/32• - 1' WALtNINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 76.0 WT: 134 # WO: SHCDAN ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Cbk: Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to he De # 14 da ('tJAAR verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this gar: TIC Live 20.00 pef DurFaee L-1.15 P-1.15 �^ BLUV design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally LLC braced by the roof or floor sheathing and the bonom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. ® Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 12.00 pef Rep Mbr Bad 1.00 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .00 ps f O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Nortbparlt Dr.. Colo Springs. CO 80907 accordance with the followingstandards: 'JOINT DETAILS', by Truswal, 'ANSIrrPI I', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLIG INSTALI.ING AND BRACING, METAI- PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 pef Design Spec UBC -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (Till) is lucated at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: IV360 TC: 4/480 Tp5.0 Version T6.2.6 Paper Association (AFPA) is located at 1111 191h Street, NW, Ste 800, Washington, DC 20036. TOTAL 42.00 pef lb Name: smcdan Truss ID: C2 Qty: 9 Drwa: COO 131 7072-005---1 IEM X -IDC RFACr SIZE IT'D 1 0- 3-12 2519 3.50" 2.69" 2 21- 6- 4 2051 3.50" 219" TC R E AXL RD CSI 1-2 -3159 .05 .75 .80 2-3 -2758 .04.13 0- 0- 0 .17 3-4 -2952 .07 -31 .38 4-5 -2985 .05 .37 .42 BC IUM AXL 30 CSI 6-7 1941.15 O. C. Spam ag 2- 0- 0 .65 .80 7-8 1230 .10 .78 .88 8-9 1230 .10 .64 .74 9-10 2282 .18 .58 .76 ItEB I= CSI ld•B ECRCE GSI 2-7 -809 .43 3-9 1839 .81 3-7 1976 .82 4-9 -621 .21 MX EFFIBMTM (spar's) 4/999 IN ML4 7-8 (LIVE) LF -.25" D- -.28" 76 -.53" - Joint iCcatimn 1 0- 0- 06 0- 0- 0 2 5- 6- 0 7 5- 6- 0 3 9- 0-15 8 3.1-10- 0 4 15- 6- 0 9 15- 6- 0 5 21- 6- 0 10 21- 6- 0 7C 2x5 rFL #2 EC 2xS EFL SS VM 2x4 rFL S'1 Inbar shear allaables axe per PII1S-97. PLATE VAU.]ES PrZ2 I®D REM REEi1a' #1607. Pezrrarat tracing is ON 0thEX8) to IAPBIAPB � rctaticn t0 4.5 aryl 10.3.4.6. HM- � Plating spec : AMI/'IPI - 1995 ?TILS IFSIIN IS ME CaIPMrIE RFSL= CE' M(IITIPLE LC]AD CA.S . EE RIM R1WIR94E IIS sho,n axe lased CNLY on the truss trateri al at eadi bearing. Lcscwd fcr 10 PSF int-carurrert BCi7,. PIP= EASM IN CREEN ILPffi2 VALLES. 5-65-60, 3-63-6 6-5-1 6-0_0 5-6-0 9-0-15 15-6-0 21-6-0 9-0-15 12-5-1 1 2 t3 4 5� 1�0 0 This tniss is desigtsad using the LBC -97 0--&. Bldg Encaceed - Yes Mama imatim - NZt )]ld Zane ' R¢rjcxnW, til Lina = No F]� �eg�y B E1ck3 = 80.00 ft, I _ FHt]th = 40600 it Mem xocf heir it = 24.96 ft, ttph - 75 LBC StarxbxdOcota�=Dead In ad - 22.0 pef ----------IMD CME #�' rMI(N LOAM ---------------- IAr L.Plf L.Iac R.Plf R.Ioo U,,ML 7C Vett 150.00 0- 0- 0 350.00 0- 2- 0 .00 7C Vat 214.00 0- 2- 0 214.00 4- 6- 0 .19 71C Vat 64.00 4- 6- 0 64.00 21- 8- 0 .63 BC Vert 20.00 0- 2- 0 20.00 5- 8- 1 .00 BC Vett 120.00 5- 8- 1 120.00 15- 8- 1 .00 BC Vert 20.00 15- S-1 20.00 21- 8- 0 .00 'Ijyy�pe� lbs X.Iac ilvm 7C Vit 350.0 5- 8- 6 .48 TC Vert '310.0 35- 8- 0 .48 BC Vert 150.0 a-0- 0 .48 DC Vert 150.0 31- 0- 0 .48 ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 76.0 wr:135 # '9-10-15 350#-T 2 4 3�� 24 c.?`��•� " �'�,Ir,4( MES `car Chk: Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be SE IP - da design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 20.00 psf DnrFacs L.1.15 P.1.15 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. f � 1 r Bracing shown is for lateral support of components members only to reduce bud -Jing length. This component shall not be placed in any environment that TC Dead 12.00 ps£ xtrr • MsTAUNorthpark SYSTEMS oa45 Nonbpuk Dr., Colo Springs, CO ts0907 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the foil standards: 'JOINT DETAILS', b Truswal, 'ANSI/TPL 1', 'WTCA V - Wood Truss Council of America Standard Des' °�"g y ign 5-6 IO O. C. Spam ag 2- 0- 0 3.10 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 psf UJ ¢ f Q N. CO 0982 -- ) TOTAL 42.00 pef Dan Ratio: Ii/360 TC: Ia/480 -10-0 In 10-7-3 8-8 S=5-5 6-6 Xp.121 V02 Fri150# �150N 41 P STATE OF CNYUrh 21-6-0 0-2-0 --i STUB 6 7 8 9 10 5-6-0 10-00 6-0-0 11/13/2001 3/A oo L' Truswal Systems Plates are 621b 15„ n 21-6-0 y ga. unless shown by 78"(18 ga.), "H"(16 ga.), or "MX"(TWMX-20 ga.), positioned per Joint Report. - Scale: 5/32 1 ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 76.0 wr:135 # WO: SMCMAN This design is for an individual building component not rrucs system. It has been based on specifications provided by the component manufacturer and done Chk: Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be BLUSAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that tho loads utilized on this Deg art #LC - 10 da design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 20.00 psf DnrFacs L.1.15 P.1.15 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce bud -Jing length. This component shall not be placed in any environment that TC Dead 12.00 ps£ Rep I&r B=id 1.00 MsTAUNorthpark SYSTEMS oa45 Nonbpuk Dr., Colo Springs, CO ts0907 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the foil standards: 'JOINT DETAILS', b Truswal, 'ANSI/TPL 1', 'WTCA V - Wood Truss Council of America Standard Des' °�"g y ign BC S , 00 psf O. C. Spam ag 2- 0- 0 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 psf Design Spec LBC -97 Tp5.0 Version T6.2.6 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at III I 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 42.00 pef Dan Ratio: Ii/360 TC: Ia/480 Job Name: smcdan Truss ID: P 1 - Drw : 1317072-006 EM X -IDC RF11LT SIZE RI71'D TC 2x6 DFL #2 Plating spec : AMI/TPI - 1995 'This truss is dsigned using the 1 0- 1-12 1099 3.50 1.50 DC 2x4 M #1 & Btr. THL4 =IGN IS THE t>CMKr.1TE IS;SLII.,T CF Ur -97 Ctxle. 2 31- 2- 4 1099 3.50" 1.50" WEB 2x4 DFL SIS 141IMPLE LOO CASES. Rld3 F]>closed = Yes GBL MK 2x4 DFL Sl EEARIM RE)20IIUTIES7IS shun are based WLY Truss Iocaticn = Not End Zcm TC FORCE AXL EM CSI PLATE VALEES F132 ICED RFBE?aAQ-I REEF #1607. an the truss notarial at eachbearing. = ua-r3i .,,rte Crsa¢1 Line = No Cb -2-1107 1-2 -1072 .01 .51 .51 l�iranai bracing is ON others) to I�dad for l0 PSF rrsi�name� HCEL. Bldg Lar 1 80.00 ft, B�ci3 1 ft 11+ei 2-3 -1072 .01 .51 .51 �vs� rctatirn/tcw . See HIB -91 and (able blocks are 2x 4 m 16.0 in. o.c. MAX. Mem roof = 23.17 ft, nph = 75 y Al`SI/'I'PI 1-1995; 10.3.4.5 arra 10.3.4.6. <It is assured that one face of this truss LBC Stat>dnrd Coo�rcy, Dead Icxad = 22.0 psf BC FCRCE AXL HID CSI PL=T G BASED IN Q� LU43ER VA=. -Attach < is sheathed with CE33, wood board p ----------L�1D CASE #1 Dr^SIIN LL1�1L1S ---------------- 4-5 625 5-6 565 .09 .46 .55 seorndary tq� did (if sha," with 2-4 (2x41 or 3-6 (2x6) 24" < sidutJ or siding. If rat, loads be Dir L.Plf L.Lx R.P1E R.Lx Li4hI. TC Vert 128.00 0- 0- 0 174.00 5- 8- 0 6-7 625 .08 .13 .21 plates plata at o.c. and rotated, in addition to < addit>oral m>st eorsidered on < rrn-eortinia>s bearing .31 TC Vert 174-00 5- 8- 0 128.00 11- 4- 0 .09 .46 .55 implied the heel plating s1>ovnn. hoe seoa>diry tcp gables. May use adeg ate stales for gable blodw. .53 BC Vert 20.00 0- 0- 0 20.00 U- 4- 0 .00 FIEB I� CSI 4ffB E� SII 2-5 1917 2-6 191 dxxd needed Dbe O ri ched for cu lccloe BYE (*•:) . swwbl C�hl �' lateral See braclrzJ1(s). _ MAX EF>=EEC CN (spori) Lateral 1 in line with the ids have net been coiside¢ed unless noted otherwise. ® W999 IN MEM 4-5 (IdVE) These lrncis and their earrections are the E- -.03" E�- -.03" T-6 -.06" respcmibility of the lxuldirg dsigner. T�, Tecnrierra 1 0- 0- 0 5 4- 1- 0 2 5- 8- 0 6 7- 3- 0 3 11- 4- 0 7 11- 4- 0 4 0- 0- 0 5-85-8� 5-8-0 i 5-8-0 11-4-0 1 5-8-(1 t2 5-8-0 3 F12.00 -1 e FOGS ; 5-8-4 6- 6i�l a4 hill t� is n L iyIIv 3A P 3r4 y � tr I i C: 3-4 4 3-4 Cr � C� 59'32 �� _ U -U-4 1.5-4 1.5-4 0-0-4 � * Exp. 1 1102 ® ( CNI\- V i'1 `Aryl r ^/ _ OF yA�tFO Y/ 0 11-4-0 0 Y 4 5 6 7 TYPIC>LA " 1.5-3 4-1-0 3-2-0 4-1-0 4-1-0 7-3-0 11-4-0 11/13/2001 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), Scale: 7/320 . 1' "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled plates and false frame plates are Positioned -as shown above. WARNING Read all notes oil thus sheet and give a copy of it to the Erecting Contractor. TBF: 65.3 WT: 112 # WO: SMCDAN ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done chk: Custetmsr Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B LU SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgnr t #LC - 10 da design meet or exceed the hxnd'ung imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 20.00 psf DurFacs L-1.15 P=1.15 // ® Ll�r braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 12.00 psf Rep Mbr land 1.00 TRUSWAL SYSTEMS will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in 'JOINT BC Live .00 psf O.C. Spacing 2- 0- 0 4x45 Nortbpah Dr., Colo Springs, CO 50907 accordance with the followingstandards: DF.TAII.S', b Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities. 'HANDLING INSTALLING AND BRACING ME'rAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 psf Design Spec USC -97 TP5.0 Version T6.2.6 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at NO D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (APPA) is located at 1111 191h Street, NW, Ste 900, Washington, DC 20036. TOTAL 42.00 psf Den Ratio: I4/360 TC: 11480 S T R U C T U R A L C A L C U L A T I O N S F O R STAN & JAMIE McDANIEL RESIDENCE HAMLIN CANYON COURT PARADISE, CA 95969 STAN McDANIEL CONSTRUCTION P.O. BOX 331 MAGALIA, CA 95954 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (5-3 0) 872-0254 INITY leotI T 6mILDING DEPARTMEIaf A -p2 -R Cy E Q F L7 EmagHEEM8 84QMC 7URz%L C ALCULA700HO CIVIL - STRUCTURAL BY: � DATE: d D� SHEET No. / OF /s (530) 872-0254 . FAX (530) 872-9331 //o ^ 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: / JOB No. r SUBJECT: �i!%`1 j� C/-//J"��L�'�L PROJECT: O,` T7 .-ESE . G4-w_f C S /S' 777ti5- f0,E ��rfs�lTy ' COh'PGE7" AFL j-Oit-,aS' �o,� A R C E 32434 as c Reg. Expires 12-31-2004 GO/( (//!v �S i /�•�ODF �" �G a ! v Pct GG zo 4, /o'er 1vp Pcr --- cu e. _ V y _ 1A) 7, -F= 9r CIV \OFC ��lJ.cJ,o�G y PE•e ��z. � .� ,g Ez off, Pg5;e�� E,�>�ieif "t- � UCTT/�lt L VDP'ry D�c) _ /I�x. 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A f/r 3 3 3—Zx�de 4 ¢x lox- F1 %x / e -x 133 Z—Zsc� At -��ZA- d�l/All lex. l2 FL7 EHMMEC HMM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 87RUC7UML BY: );2KT DATE: ®� SHEET No.�OF CHECKED BY: DATE: JOB No. 11017 j T s' 13, ry,c'. 6_71141111. car %i�-x - AE "30-12.w ¢Z r b / -- / 'e_aSS 4`rz> D1 Cx , 2o,rc /iC /7, r( �s5 GA C9 32 psT E7� Tie- x r 4-212 - ¢ e ,8o777, s 2�/'fi �2 = 032 ,� � �-, o,�x 3-J"r• �/fix ID = . �� f � � a /. �'3 f � 1./ SHEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS 1. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED TO FRAMING W/ 11 GA. x 1 1/2" LONG AND 7/16" HEAD NAILS OR NO. 16 GA. x 7/8" LEG STAPLES @ 6" o.c. 1/2" DIA. A. BOLTS @ 72" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "A" BELOW. 2. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED TO FRAMING W/ 11 GA. x 1 1/2" LONG AND 7/16" HEAD NAILS OR NO. 16 GA. x 7/8" LEG STAPLES @ 6" o.c. 1/2" DIA. A. BOLTS @ 60" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "A" BELOW. 3. 3/8" PLYWOOD CDX OR OSB WITH 8d @ 4"/12". 1/2" DIA. A. BOLTS @ 32" o.c. OR 2 -A. BOLTS MINIMUM. PHD2 HOLDOWN ON 2-2x EDGE ( KING) STUDS OR POST W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & F" BELOW. 4. 3/8" PLYWOOD CDX OR OSB WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 6" o.c. RIM JOIST OR BLOCKINGS TO FOUNDATION PLATE W/ A35 @ 18" o.c. 1/2" DIA. A. BOLTS @ 32" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING) STUDS OR POST W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C & F" BELOW. 5. 3/8" PLYWOOD CDX OR OSB WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 6" o.c. RIM JOIST OR BLOCKINGS TO FOUNDATION PLATE W/ A35 @ 18" o.c. 1/2" DIA. A. BOLTS @ 24" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING ) STUDS OR POST W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C & F" BELOW. 6. 3/8" PLYWOOD CDX OR OSB WITH 8d @ 3"/12". 1/2" DIA. A. BOLTS @ 20" o.c., PHD5 HOLDOWN ON 4x EDGE ( KING) STUDS W/ SSTB20 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C, D, E, & F" BELOW. 7. 3/8" PLYWOOD CDX OR OSB WITH 8d @ 3"/12". SILL PLATE TO RIM JOISTS OR BLOCKINGS W./ 16d @ 4" o.c. RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 10" o.c. 1/2" DIA. A. BOLT @ 18" o.c. OR 5/8" DIA. A. BOLT @ 26" o.c. PHD6 HOLDOWN ON 4x EDGE ( KING) STUDS W/ SSTB28 A. BOLT TO FOOTING. WIDTH OF PANELS AS .NOTED ON PLANS. SEE NOTES "A, B, C, D, E & F" BELOW. 8. 3/8" PLYWOOD CDX OR OSB WITH 8d @ 2"/12". 1/2" DIA. A. BOLTS @ 16" o.c. OR 5/8" DIA. @ 24" o.c. PHD5 HOLDOWN ON 4x EDGE ( KING) STUDS W/ SSTB20 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C, D, E, & F" BELOW. NOTES: A. CONTINUE WALL SHEATHING OR SIDING DOWN TO THE FOUNDATION OR SILL PLATE. B. CONTINUE WALL SHEATHING UNDER STUDS OF PERPENDICULAR WALLS. C. EXTEND A. BOLT OF PHD AS REQUIRED BY USING THREADED ROD & COUPLER NUT OF THE SAME DIA. AS THE SSTB. PROVIDE SOLID BLOCKING UNDER EDGE STUDS ALL - ALONG THE ROD. D. USE 3x (D.F.) FRAMING AT SHEATHING JOINTS ( SPLICES) AND 3x P.T. HEM FIR ( MIN. ) FOUNDATION PLATE. E. ALL A. BOLT ' WASHERS SHALL BE 2" SQ. x 3/16" THICK. F. USE ONE SIZE GREATER SSTB A. BOLT WITH CONCRETE FOUNDATION PLACED IN TWO POURS. ROOF FRAMING NOTES 1. USE 1/2" OSB OR PLYWOOD CDX ROOF SHEATHING WITH 8d @ 6" o.c. EDGES AND 12" o.c. FIELD UNBLOCKED, EXCEPT AT HATCHED AREAS USE BLOCKED SHEATHING WITH 8d @ 4" o.c. BOUNDARIES, 6" o.c. EDGES AND 12" o.c. FIELD. 2. ROOF SHEATHING TO EAVE BLOCKINGS, TO DRAG TRUSSES AND GABLE END TRUSSES WITH EDGE NAILING (E. N. ), TYPICAL. 3. EAVE BLOCKINGS TO TOP PLATES OR BEAMS WITH 3 - 16d TOE NAILS OR LS30 EACH, UNLESS NOTED OTHERWISE (U. N. 0.) ON PLANS. 4. TOP PLATES SPLICES SHALL BE CONNECTED WITH 6 - 16d EACH SIDE ( E. S. ) OR LSTA18 STRAP, AND BEAMS, TRUSSES OR JOISTS TO TOP PLATES WITH LSTA18 EXCEPT: A. USE H- 16d E. S. OR LSTA36 AT LINES A & E, B. USE 15 - 16d E. S. OR ST6224 AT LINES J, K & L, C. CONTINUOUS TOP PLATES (NO SPLICES), CEILING JOISTS AND TRUSSES TO TOP PLATES WITH LSTA36 AT LINE 5. D. CONTINUOUS TOP PLATES (NO SPLICES), BEAM TO TOP PLATES WITH ST6224 AT LINE 14. 5. INSTALL CONTINUOUS STRAP OVER ROOF SHEATHING, AND OVER BLOCKINGS. BLOCKINGS BETWEEN TRUSSES UNDER THE SHEATHING AS FOLLOWS: A. CMSTCI6 x 24'-0" LONG ( MIN.) STRAP OVER 4 x 4 BLOCKINGS WITH 16d SINKERS @ 6" o.c., CONNECT TO DRAG TRUSS "E5C" TOP CHORD AND SCAB WITH 32 - 16d SINKERS @ 1 1/2" o.c. ( 25 MIN. END LAP) STAGGERED, INSTALL A 2 x 6 x 48" SCAB WITH 18 - 16d SINKERS ( 2 1/2" o.c. STAGGERED) TO "E5C" TOP CHORD, B. CMSTCI6 x 6'-0" LONG ( MIN.) PER 4.A, TO TOP CHORD AND SCAB OF DRAG TRUSS "114C", CONNECT TO 4 x 6 RAFTER OVER TRUSSES "K2", C. CMSTCI6 x 36'-0" LONG ( MIN.) STRAP @ 6" FROM LINES 7 & 13 BETWEEN LINES E & K, OVER 4 x 4 BLOCKINGS WITH 16d SINKERS @ 6" o.c., D. INSTALL A 2 x 6 CEILING JOIST AT LINE 5 BETWEEN LINES F & H, AND CONNECT TO TOP PLATES WITH LSTA36 EACH END. 6. DRAG TRUSS LATERAL LOADINGS AND CONNECTION REQUIREMENTS: A. TRUSSES `B3 & H5B" - TRANSFER 200 PLF FROM TOP CHORD (T. C.) TO BOTTOM CHORD (B. C. ), FOR A TOTAL OF 7800 #, B. TRUSSES "C3A & H6A" ( LINE 10) - TRANSFER 360 PLF FROM T. C. TO B. C., TOTAL OF 7800#, CONNECT B. C. OF TRUSS "C3A" TO TOP PLATES WITH 18-A35 ANCHORS SPACED EQUAL, C. TRUSSES "E5C & H4B" ( LINE E) - TRANSFER 305 PLF FROM T. C. TO B. C., TOTAL OF 9000#, CONNECT B. C. OF TRUSS "E5C" TO TOP PLATES WITH 20-A35 ANCHORS SPACED EQUAL, D. TRUSSES "EIA & H4C" ( LINE J) - TRANSFER 215 PLF FROM T. C. TO B. C., TOTAL OF 4150 #, CONNECT B. C. OF TRUSS "EIA" TO TOP PLATES WITH 10-A35 ANCHORS SPACED EQUAL, E. TRUSS "MIA" ( LINE J) - TRANSFER 215 PLF FROM T. C. TO B. C., TOTAL OF 1300 #, CONNECT B. C. TO TOP PLATES WITH 3 - A35 ANCHORS SPACED EQUAL, F. TRUSSES "B & H5" ( LINE 15 ) - TRANSFER 155 PLF FROM T. C. TO B. C., TOTAL OF 6000 #, CONNECT B. C. OF TRUSS "B" TO TOP PLATES WITH 3 - A35 @ 3'- 6" WIDE SHEAR WALL PANELS AND WITH 5 - A35 @ 4'- 6" SHEAR WALL PANEL. G. TRUSS "CIA" ( LINE 5) - TRANSFER 60 PLF FROM T. C. TO B. C. ( OR VICE VERSA), TOTAL OF 1300 #, CONNECT B. C. TO TOP PLATES WITH LSTA36 STRAP. 7. GABLE -END TRUSSES AT LINES 1, 2, 3 & 4 - INSTALL 3/8" WALL SHEATHING WITH 8d @ 6" / 12", PROVIDE SHEATHING SPLICE OVER SINGLE TOP PLATE MEMBER OR CONNECT BOTTOM CHORD TO TOP PLATES WITH A35 @ 24" o.c. GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 4. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF UNIFORM BUILDING CODE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE: 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 6x MEMBERS - D. F. NO. 1 10. ALL GLULAMS SHALL CONFORM TO STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER AITC 117-93 AND SHALL BE OF COMBINATION SYMBOL 24F -V4. BEAMS SHALL HAVE A STANDARD CAMBER OF 2000' RADIUS, U.N.O. ON PLANS. 11. LAMINATED VENEER LUMBER (LVL) SHALL OF GRADE 2.OE STRUCLAM (SL) AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. (ICBG REPORT NO. NER-472) OR 2.OE PARALLAM (PSL) AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBG REPORT NO. NER-119) OR APPROVED EQUAL. 12. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE REDWOOD. 13. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -II -H OF UBC - DIAGRAM CASE 1), UNLESS NOTED OTHERWISE. 14. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO.23-II-B-I OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 15. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 16. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 17. ROOF AND FLOOR TRUSS AS DESIGNED BY OTHERS SHALL COMPLY TO LATERAL LOADING FOR SHEAR TRANSFER AS NOTED ON PLANS. 18. ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2000 PSI MIN. IN 28 DAYS. 19. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 20. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 21. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your ro submittaL If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There mW be a valid response to every item requested in our plan correction letter. "By others'' is not considered a valid response.-- please iadtcaoe your response to each item and the location where the information can be found on the planstcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORI�lA� PLANS. OWNERS NAME _._ .... _.._.._ .. _ . _ ..- -._ ......_..__. DATE: .- . Y -. .. :...:.... . Sa4�,) J, ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: -- LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: �"►r'U S COMMENTS: t✓N S �C1Ca�; S'Ary� 5 rn 87� yv Zj 2 t��� S i COMMENTS: Alu -S l� .0 �, `- C _ t.J ! L L PLAN CHECK ITEM # S-r-r'c� �. Com • RESPONSE BY: .S (�fJ ✓� ��� ry-1�'/ t-' LOCATION ON PLANS/CALCS: �"►r'U S COMMENTS: e--34> L - ,b A_' . ..rte" G PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: `- crS-- STI r OG. C'DG'7. COMMENTS: /`g J'Z> ���„� �S14 .9 f-0 t'SS r-0SSe7;FM' —rae-A-rn A -LO Ab L -c .y �3 F .Z' NoT StfvwN cAI f'�4N PLAN CHECK ITEM # Z- s�r��. �o RESPONSE BY: F' L T LOCATION ON PLANS/CALCS: COMMENTS: L-1 o AD A 3S N S 77,f-1,LV-C> 10 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: r-, ti s RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK REM N 3 v j 0 S ��C� G/� RESPONSE BY: Css� ?'�`I--- LOCATION ON PLANS/CALCS: OMMENTS: 14rfO L� O S %9 ND ) ,o L> D65-- Orr ` / AJc. PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENT (J--) f� �3��e G1, CS f 0 PLAN 0iECK iiciA N IFRESPORSE BY: WCAT�C 9 C:. �;fi::S/CkLCE: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 11 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM, (One form per Building) School District �-"" ^ �- O Building Department No. A.P. Number 032- Jurisdiction: � City County Property Owner <�C. T "G ±✓�'►' `�'C � Property Location/Addressl (/y\ lv Lt /yllj yi 1 Subdivision Lot No. ..........:............................................................................................... Residential Development ? Sq. Footage S V No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): ................................................................................................................... Commercial/Industrial. ' ° i r' ,li'' f ¢ , Sq. Footage ` New Addition (Including Exterior Roofed Areas) Building Department Representative r I Date (Floor Plans reviewed by School District Personnel) Idgr4cation No.,, School District certifies thatl.��C (Applicant) (Street (State) has complied with the requirements of Resolution No. r7re�senting square feet. &-ZV- District Representative Paid by Check # Number) (Zip Code) I by payment of $ AB 2926 $ a FULL MITIGATION $ f Date Notice: You may protest the imposition,of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), 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 ICEQA), 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 1�0 SITE PLAN REVIEW APPLICATION Date: (g- AN Permit Number (if applicable) 2. CFO APPLICANT INFORMATION Parcel Size: Z B A t? Owners Name: M C vp,^) �-� 1 fl, J J Owners Address: '! O fox 781 PA 2At7i S C, CA 959(--)7 Telephone No.: 31) — 8 Z 7 7. Situs Address: NA t-- I_I M C AN -'op) CT . Proposed Use: Residential IN New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 2 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval (R Site Plan Stamped Approved By L'Y<� Date Page 1 of 5 a ALL ITEMS CHECKED APPLY TO THE PROPERTY N. Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards'and-requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See atttac fd) • Flood Zone: • Flood Panel No.: p -Ss 0 Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board); ❑ Feather River Reclamation District (Approval must be'obtained from the'California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance t, i ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement } Zoning: FP -I0 4 Applicable Building Setbacks: s ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments intosSRA•set6acks. i Page 2.6f 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map: Front L Side 3 Side Street Rear >3 Height a4 ' Waterway N/A N/A N/A ti s ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments intosSRA•set6acks. i Page 2.6f 5 A Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other .i Amount Formula ------------------------------------------------------------------------------7------------------------------------------ Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee.if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to'be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot'Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 321 EMI Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: g Pa ❑ Use Permit/Minor Use Permit s Permii Number: Date of -Approval: ❑ Comply with the following Conditions of Approval: "V. ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall ;be installed in accordance, with the National Fire Protection Association Standard for installation- of sprinkler systems in one " and two family dwellings and mobile homes,- NFPA Standard 13D, unless 'a pressurized community water system, with hydrants that meet the Fire Department: specifications, serves ; the parcel. , ❑ Wood stoves and fireplace inserts shall be EPA approved and.designed to meet the emission requirements of the California Clean Air Act of 1988;,as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes. steeper than 30%. The Erosion Control Plan must be prepared by a registered civilengineer or other ' qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any areaproposed for buildings and vehicular -'access, and provides for methods to protect the trees' Iidentified to be'preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal' of mature trees shall be minimized, where possible. A mature tree 'shall be defined as' a tree with a trunk measFunng 4 inches in diameter, 4 feet from ground level. Mature trees removed shall -be replaced on -a 3 -to -1 ratio, utilizing existing oak tree stock. Bach tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, .or other development activities shall. occur withimthe fenced area. ' ❑ Measures shall be taken to control fugitive dust emissions; from all driveway and other civil construction associated with residential 'development. Approved dust control measures are found in the fugitive dust control plan`for the site, approved by the Butte County Air Quality Management District, a copy of which can be `obtained from the Butte County Department of Development Services. Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 vi a Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 15 -Oct -2001 2001-0047787 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date 10 11 / ( t QQ State of California County of BUTTE PROPERTY OWNERS: -x. os n, Jgi— L. MCDANIEL On OCTOBER 11, 2001 beforeme, CHERI HOVEY, NOTARY PUBLIC personally appeared * JAMIE L. MCDANIEL * personally (mown 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. Hni Signature r A.P. # 055-350-032 Seal: CHERI HOVEY T-;1 p= �Q- 0-- �� Comm. #1159283 @ NOTARY PUBLIC CALIFORNIA 0 BUTTE COUNTY 1 fait4vA' My Comm. Expires Oct. 20, 2001 boric -q9 to=uooa to Vciao a Mwl-!e^S LCIS-130-ZI O +! a b loanol need .tan nsH Lefliollo Algftrl )3fi YTHIJOO 3TTIA ORDER NO. BU -186765-2 VG DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 24, 1981, IN BOOK 83 OF MAPS, AT PAGE(S) 62 AND 63. APN 055-350-032-000 PARCEL II• A 60 FOOT NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER HAMLIN CANYON CT. AND PROSPECT LANE AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, -ON -JULY 24, 1981, IN BOOK 83 OF MAPS, AT PAGE(S) 62 AND 63. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE ALONG THE EAST LINE THEREOF, NORTH 01 04' 29" WEST, 38.70 FEET TO THE TRUE POINT OF BEGINNING FOR THE CENTERLINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 520 19'. 52" WEST, 122.51 FEET TO THE BEGINNING OF A 100.00 FOOT RADIUS CURVE, CONCAVE TO THE NORTHEAST; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1130 07' 3711, AN ARC DISTANCE OF 197.44 FEET; THENCE NORTH 140 32' 31" WEST, 301.98 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 200 48' 24", AND ARC DISTANCE OF 72.63 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHEAST; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 440 44' 17", AN ARC DISTANCE OF 156.17 FEET; THENCE NORTH 90 23' 22" EAST, 178.15 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 300 44' 30", AN ARC DISTANCE OF 107.31 FEET; THENCE NORTH 210 21' 08" WEST, 111.61 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHEAST; THENCE ALONG THE ARC OF SAID CONTINUED ORDER NO. BU -186765-2 VG PARCEL III: CONTINUED CURVE THROUGH A CENTRAL ANGLE OF 220 58' 53", AN ARC DISTANCE OF 80.22 FEET; THENCE NORTH 10 37' 45" EAST, 107.17 FEET TO THE BEGINNING OF A 100.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 290 52' 53", AN ARC DISTANCE OF 52.15 FEET TO THE SOUTHERLY RIGHT-OF- WAY LINE OF WAYLAND COUNTY ROAD. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 • � IIII �'I II" IIII1'III'I I��" ��I' I'� z�mi-��47�87 Recorded OfficialRecords f Records CoBUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:23PM 15 -Oct -2001 REC FEE 13.00 CONFORM .00 CONFORM .00 Maureen Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT h ^, FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date 10 ° l 1 tdfO State of California County of BUTTE On OCTOBER 11, 2001 PROPERTY OWNERS: ^ JA��IIE L. MCDANIEL before me, CHERI HOVEY, NOTARY PUBLIC personally appeared * JAMIE L. MCDANIEL * 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 be/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 11---) Seal: r ,�•ge":.°` h CHERI HOVEY p =W m Comm. #1159283 NOTARY PUBLIC CALIFORNIA Q V . , BUTTE COUNTY A.P. 4 055-350-032 My Comm. Expires Oct. 20, 2001 I i ORDER NO. BU -186765=2 VG DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 3, AS SHOWN ON THAT OFFICE OF THE RECORDER OF THE ON JULY 24, 1981, IN BOOK 83 APN 055-350-032-000 PARCEL II• CERTAIN PARCEL MAP, RECORDED IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, OF MAPS, AT PAGES) 62 AND 63. A 60..FOOT NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER HAMLIN CANYON CT. AND PROSPECT LANE AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 24, 1981, IN BOOK 83 OF MAPS, AT PAGE(S) 62 AND 63. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN.- PARCEL EREIN: PARCEL III• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE ALONG THE EAST LINE THEREOF, NORTH'O° 04' 29" WEST, 38.70 FEET TO THE TRUE POINT OF BEGINNING FOR THE CENTERLINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 520 19'_ 52" WEST, 122.51 FEET TO THE BEGINNING OF A 100.00 FOOT RADIUS CURVE, CONCAVE TO THE NORTHEAST; THENCE -ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1130 07' 3711, AN ARC DISTANCE OF 197.44 FEET; THENCE NORTH 140 32' 31" WEST, 301.98 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 200 48' 24", AND ARC DISTANCE OF 72.63 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHEAST; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 440 44' 1711, AN ARC DISTANCE OF 156.17 FEET; THENCE NORTH 90 23' 22" EAST, 178.15 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 300 44' 3011, AN ARC DISTANCE OF 107.31 FEET; THENCE NORTH 210 21' 08" WEST, 111.61 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHEAST; THENCE ALONG THE ARC OF SAID CONTINUED ORDER NO. BU -186765-2 VG PARCEL III: CONTINUED CURVE THROUGH A CENTRAL ANGLE OF 220 58' 53", AN ARC DISTANCE OF 80.22 FEET; THENCE NORTH 10 37' 4511 'EAST, 107.17 FEET TO THE BEGINNING OF A 100.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST; THENCE ALONG THE ARC OF SAID CURVE THROUGHA CENTRAL ANGLE OF 290 52' 53", AN ARC DISTANCE OF 52.15 FEET TO THE SOUTHERLY RIGHT-OF- WAY LINE OF WAYLAND COUNTY ROAD. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN: 14. n bar 2. GENERAL STRUCTURAL NOTES 2+ 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS . AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY Q-' I EXCAVATION FOR ,FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. le,3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER LI sJ DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH ` THESE REQUIREMENTS. po 4. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF UNIFORM BUILDING CODE. _ A 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF j ( ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND 1 AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. r 2 h b ro r o G e-ru pS y i 0 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF :7.. (NO SOILS REPORT). _ 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE J` MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING 9 REINFORCING SHALL BE MAINTAINED. 1 1 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE: r r 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT •Z �- 00 r I o- 4 r_ y it ' '+ NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE S Zy I bx MEMBERS . D. F. NO. 1 o 10. ALL GLULAMS SHALL CONFORM TO STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED ao M °d LAMINATED TIMBER AITC 117-93 AND SHALL BE OF COMBINATION SYMBOL ,24F -V4. BEAMS SHALL HAVE A STANDARD CAMBER OF 2000' RADIUS, U.N.O. ON PLANS. M V1 11. LAMINATED VENEER LUMBER (LVL) SHALL OF GRADE 2.OE STRUCLAM (SL) AS MANUFACTURED N � 9 5° 9 •�•g 5 $ 5%; 7 BY WILLAMETTE INDUSTRIES, INC. (ICBO REPORT NO. NER-472) OR 2.0E PARALLAM, (PSL) AS 2 2 O i4r Gt-� t� MANUFACTURED BY TRUS JOIST MacMILLAN (ICBG REPORT NO. NER-119) OR APPROVED EQUAL. V �5 12.ALL WOOD IN DIRECT CONTACT WITH EARTH OR CONTACT,WITH CONCRETE SHALL BE o PRESSURE TREATED TE HEM „FIR ;OR,FOUNDATION:GRADE,:REDWOOD. 4 y 7 13. PLYWOOD SHEATHING�SHALC CONFORIvt To APA U.S. PRODUCT STANDARD - PS 1 95 AND OSB N a 3 = 6 SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH IL FACE; `GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE' 23 -I1 -H OF UBC - DIAGRAM CASE 1), UNLESS NOTED OTHERWISE. Z Jr r" �'' 14. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23-11-B-1 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON (� �'1`�`',� PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. t -o �' / �► .. 7 15. META T 4 S� N ( L CONNEC ORS NOTED ON PLANS ARE AS MANUFACTURED. BY SIMPSON STRONG -TIE 2 S Z �1 N Q TF � 1> c o /�, COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 1 16. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS 1�.1 CSD CATF�£b2AC- GL o, 2- Zyc y I q BEhM i / r x �/ 1 I i FOR UNFINISHED BOLTS. x N `, 1-4 ��♦ 17. ROOF AND FLOOR TRUSS AS DESIGNED BY OTHERS SHALL COMPLY TO LATERAL LOADING -1'12 r -A -J FOR SHEAR TRANSFER AS NOTED ON PLANS. 01 t7 i\ C. L I '9 Q ` prep .` ` �� I �' 18. ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2000 PSI MIN. IN 28 DAYS. t ,r O 1 G b ` ` /., . 19. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. L a I `, Cos 20. SPLICES IN CONTINUOUS `REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. +r-•---.....2_2Xy tr�uo3 21. REINFORCING, DOWELS ANCHOR BOLTS ANCHORS ETC. TO BE EMBEDDED INTO CONCRETE ,� SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. s r• E -• ` \ 7 C l 4 0j. 5RELVc's 3 - a 1 y 01- t� /AV)%d SHEAR WALL SCHEDULE "DELTA" SYMBOL ON PLANS po1 -�6 ♦ 5 k %J r �'' O f / I \ q / 6 LC, _ _ 1. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED W ( O TO FRAMING W/ 11 GA. x I 1/2 LONG AND 7/16 HEAD. NAILS OR NO. 16 GA. x 7/8 LEG 0 STAPLES »@ 6 o.c. 12 DIA. A. BOLTS @ 72 o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE 9 . ' CLC. I .9 I I L _ . I _. _ - •� t NOTE A BELOW. LL 0 ' p o �r►/ce ,--.. _ _ _ ��. I 1 Dw Zg °Q ..9 I t - - �r MW I _ Q 2. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED } { TO FRAMING W/ II GA. x 1 1/2" LONG AND 7/16" HEAD NAILS OR NO. 16 I GA. x 7/8 LEG T-G.f1� STAPLES @ 6" o.c. 1/2" DIA. A. BOLTS @ 60" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "A„ BELOW. Ill J " 3 "` '- 3. 3/8" PLYWOOD CDX OR OSB WITH 8d 4"/12". 1/2" DIA. A. BOLTS 32" o.c. OR 2 - A. BOLTS _ MINIMUM. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING) STUDS OR POST W/ SSTB 16 A. BOLT TO L 1 V / N b R 0 d� _ RE- 1 S'C t cL $ FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & F" BELOW. rLCv 4. 3/8 PLYWOOD CDX OR OSB WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ Yo I 16d @ 6" o.c. RIM JOIST OR BLOCKINGS TO FOUNDATION PLATE W/ A35 @ 18 o.c. 1R" DIA. + j- ( A. BOLTS @ 32" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING) STUDS OR POST W/ SSTB 16 A. BOLT I , , t �C J a'-Ipr 5 1 �r�4++ IZr_K TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C & F" BELOW. 61 ` fit_ y 3'41 3- o'' F O Y E R .� 5. 3/8" PLYWOOD CDX OR OSB WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ t \ N I 16d @ 6" o.c. RIM JOIST OR BLOCKINGS TO FOUNDATION PLATE W/ A35 @ 18" o.c. 1/2" DIA. Z,4 I ( �- x A. BOLTS @' 24" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING) STUDS OR POST W/ SSTB 16 A. BOLT \ TO'FOOTING. WIDTH'OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C & F' BELOW. " " " " `r 0.is r 6. 3/8 PLYWOOD CDX OR OSB WITH 8d 3"712". _ 1/2 DIA. A. BOLTS 20:o.c. PHD5 HOLDOWN> ` \ - ♦ 1 @ L ON 4x EDGE K TUDS W/ :SSTB20 .A. BOLT.TO F ( ) . FOOTING. : < _ OF -PANELS w,. 4 .,.. .. .... F..: - N SEE , x PLANS. N v A E fBt F". BE �_ � � ... C D LOW.. �. ., 1 f .. , , � .. ,,.. _ _ ,< 7 / ,: PLYWOOD , CDX .. _ _. X ... _ _ . 3 8OR_OSB WITH .., . _. _ ,_. ..8d 3 /12 . SILL PLATE TO RIM JOISTS 1. � ,.2. 9 . . r. - � .:. ,:. , . , , : : ;,.:,,@ OR BLOCKINGS W/ '. d ° e O I b j L 3= 16d';@ 4" o c RIM Ja1ST OR BLOCKMGS TO TOP PLATES W/ A35 10" o.c. 1/2" DIA. A. BOLT in &Ar, 0 or. J - 18, oc.,.,OR 5/8,. DIA. A,_BOLT 26..o.c. PHD6 HOEDOWN ON 4x EDGE KIN .. N 'T ,.�� @ (KING) STUDS. W/ SSTB28 Faro L / A. BOLT TO FOOTING. WID �� I ��/fl£E L TH OF PANELS AS -NOTED ON PLANS.' SEE NOTES A, B, C, D, B & F' �c °O BELOW. tn ;< 9 " " ". GL 6 - D r- CJ 8. 3/8 PLYWOOD CDX OR OSB WITH Sd. 2Ca ® !✓ L @ . 12,.. 1/2; :DIA; A. BOLTS, 16 o c.:OR 5/8. DIA. . @ / ' ` .+ 24 o.c. PHDS HOEDOWN ON 4x EDGE KING W :> L (, ) .STUDS, ., / SSTB2Q .A, BOLT TO ,FOOTING. WIDTH OV, ' ( i ♦ 2 .. PANELS AS NOTED ON 'PLANS. SEE NOTES A,,C, D, E, & F'- BELOW. NOTES: A. CONTINUE WALL SHEATHING OR SIDING DOWN TO THE FOUNDATION OR SILL PLATE: •x x , _ N N d B. CONTINUE WALL " SHEATHING UNDER ' STUDS � OF PERPENDICULAR' WALLS. . .� v S° I r ii. I d 3 i o .. + 0 _ o s f ( .-. C. EXTEND A. BOLT OF PID AS REQUIRE BY USING THREADED ROD & COUPLER N K U Q NUT -OF 4 ' N os �w i s 8 ,. , C L P , r r THE SAME DTA. AS THE , SSTB. PROVIDE SOLID BL ` �I G J-� yI �) G C C. BLOCKING UNDER EDGE STUDS ;ALL - 'IC v , ALONG THE ROD. Irep-,o_s r pFE,SS/ to1711114 sr6z DouBL Kf Q ,..N f� -1 D. USE 3x D.F. FRAMING AT 9., ( ) SHEATHING JOINTS (SPLICES) AND 3x P.T. HEM FIR MIN. O • yP' I FOUNDATION PLATE. p'_O'' r-lrt,M wALLt uJt.L€ Tr �r++�r►Etigo.�• Q' !f' G> / � E. ALL A. BOLT WASHERS. SHALL BE 2 x 3/16 THICK. U. �' G, 3 `g�� Z-2 $X 3''S•' III-�1 3 Musv K»ul. srups F. USE ONE SIZE GREATER SSTB A. BOLT WITH CONCRETE FOUNDATION PLACED IN TWO w NO. �i2 4N m C t r'G l E tE>P ® ALL 13 ►li 6 W,+t j,� (`I POURS. oc O * iv r9l C1W1 \,�P 0 m. 4 A ZXb 0 /torr o,c. s r�os 3/o S r - (., 2� J'�� 3-nh Q,I zz9 tz;'stir }... 8 �l Z 3 q q J o �, g„ l s �-o • � �. 1 , g�^r- o "..°. Ca FLoor' f?LAod -- Nnres ,ALL 4x NencfrA ro Se yX/Z V, M. o. m , . t -ro g� tox12 V. N•0, �, tr.totGkTf� S1{EPrr vJALL P^N£L 3'-Srw m �,J , REQ. w, PT1� � s1=E s WfAr WALL Se gMUL.E ___ �I TI _9 g _ OI• -; N1 . T ? t,t 14. n bar 2. GENERAL STRUCTURAL NOTES 2+ 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS . AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY Q-' I EXCAVATION FOR ,FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. le,3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER LI sJ DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH ` THESE REQUIREMENTS. po 4. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF UNIFORM BUILDING CODE. _ A 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF j ( ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND 1 AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. r 2 h b ro r o G e-ru pS y i 0 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF :7.. (NO SOILS REPORT). _ 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE J` MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING 9 REINFORCING SHALL BE MAINTAINED. 1 1 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE: r r 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT •Z �- 00 r I o- 4 r_ y it ' '+ NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE S Zy I bx MEMBERS . D. F. NO. 1 o 10. ALL GLULAMS SHALL CONFORM TO STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED ao M °d LAMINATED TIMBER AITC 117-93 AND SHALL BE OF COMBINATION SYMBOL ,24F -V4. BEAMS SHALL HAVE A STANDARD CAMBER OF 2000' RADIUS, U.N.O. ON PLANS. M V1 11. LAMINATED VENEER LUMBER (LVL) SHALL OF GRADE 2.OE STRUCLAM (SL) AS MANUFACTURED N � 9 5° 9 •�•g 5 $ 5%; 7 BY WILLAMETTE INDUSTRIES, INC. (ICBO REPORT NO. NER-472) OR 2.0E PARALLAM, (PSL) AS 2 2 O i4r Gt-� t� MANUFACTURED BY TRUS JOIST MacMILLAN (ICBG REPORT NO. NER-119) OR APPROVED EQUAL. V �5 12.ALL WOOD IN DIRECT CONTACT WITH EARTH OR CONTACT,WITH CONCRETE SHALL BE o PRESSURE TREATED TE HEM „FIR ;OR,FOUNDATION:GRADE,:REDWOOD. 4 y 7 13. PLYWOOD SHEATHING�SHALC CONFORIvt To APA U.S. PRODUCT STANDARD - PS 1 95 AND OSB N a 3 = 6 SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH IL FACE; `GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE' 23 -I1 -H OF UBC - DIAGRAM CASE 1), UNLESS NOTED OTHERWISE. Z Jr r" �'' 14. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23-11-B-1 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON (� �'1`�`',� PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. t -o �' / �► .. 7 15. META T 4 S� N ( L CONNEC ORS NOTED ON PLANS ARE AS MANUFACTURED. BY SIMPSON STRONG -TIE 2 S Z �1 N Q TF � 1> c o /�, COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 1 16. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS 1�.1 CSD CATF�£b2AC- GL o, 2- Zyc y I q BEhM i / r x �/ 1 I i FOR UNFINISHED BOLTS. x N `, 1-4 ��♦ 17. ROOF AND FLOOR TRUSS AS DESIGNED BY OTHERS SHALL COMPLY TO LATERAL LOADING -1'12 r -A -J FOR SHEAR TRANSFER AS NOTED ON PLANS. 01 t7 i\ C. L I '9 Q ` prep .` ` �� I �' 18. ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2000 PSI MIN. IN 28 DAYS. t ,r O 1 G b ` ` /., . 19. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. L a I `, Cos 20. SPLICES IN CONTINUOUS `REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. +r-•---.....2_2Xy tr�uo3 21. REINFORCING, DOWELS ANCHOR BOLTS ANCHORS ETC. TO BE EMBEDDED INTO CONCRETE ,� SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. s r• E -• ` \ 7 C l 4 0j. 5RELVc's 3 - a 1 y 01- t� /AV)%d SHEAR WALL SCHEDULE "DELTA" SYMBOL ON PLANS po1 -�6 ♦ 5 k %J r �'' O f / I \ q / 6 LC, _ _ 1. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED W ( O TO FRAMING W/ 11 GA. x I 1/2 LONG AND 7/16 HEAD. NAILS OR NO. 16 GA. x 7/8 LEG 0 STAPLES »@ 6 o.c. 12 DIA. A. BOLTS @ 72 o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE 9 . ' CLC. I .9 I I L _ . I _. _ - •� t NOTE A BELOW. LL 0 ' p o �r►/ce ,--.. _ _ _ ��. I 1 Dw Zg °Q ..9 I t - - �r MW I _ Q 2. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED } { TO FRAMING W/ II GA. x 1 1/2" LONG AND 7/16" HEAD NAILS OR NO. 16 I GA. x 7/8 LEG T-G.f1� STAPLES @ 6" o.c. 1/2" DIA. A. BOLTS @ 60" o.c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "A„ BELOW. Ill J " 3 "` '- 3. 3/8" PLYWOOD CDX OR OSB WITH 8d 4"/12". 1/2" DIA. A. BOLTS 32" o.c. OR 2 - A. BOLTS _ MINIMUM. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING) STUDS OR POST W/ SSTB 16 A. BOLT TO L 1 V / N b R 0 d� _ RE- 1 S'C t cL $ FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & F" BELOW. rLCv 4. 3/8 PLYWOOD CDX OR OSB WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ Yo I 16d @ 6" o.c. RIM JOIST OR BLOCKINGS TO FOUNDATION PLATE W/ A35 @ 18 o.c. 1R" DIA. + j- ( A. BOLTS @ 32" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING) STUDS OR POST W/ SSTB 16 A. BOLT I , , t �C J a'-Ipr 5 1 �r�4++ IZr_K TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C & F" BELOW. 61 ` fit_ y 3'41 3- o'' F O Y E R .� 5. 3/8" PLYWOOD CDX OR OSB WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ t \ N I 16d @ 6" o.c. RIM JOIST OR BLOCKINGS TO FOUNDATION PLATE W/ A35 @ 18" o.c. 1/2" DIA. Z,4 I ( �- x A. BOLTS @' 24" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING) STUDS OR POST W/ SSTB 16 A. BOLT \ TO'FOOTING. WIDTH'OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C & F' BELOW. " " " " `r 0.is r 6. 3/8 PLYWOOD CDX OR OSB WITH 8d 3"712". _ 1/2 DIA. A. BOLTS 20:o.c. PHD5 HOLDOWN> ` \ - ♦ 1 @ L ON 4x EDGE K TUDS W/ :SSTB20 .A. BOLT.TO F ( ) . FOOTING. : < _ OF -PANELS w,. 4 .,.. .. .... F..: - N SEE , x PLANS. N v A E fBt F". BE �_ � � ... C D LOW.. �. ., 1 f .. , , � .. ,,.. _ _ ,< 7 / ,: PLYWOOD , CDX .. _ _. X ... _ _ . 3 8OR_OSB WITH .., . _. _ ,_. ..8d 3 /12 . SILL PLATE TO RIM JOISTS 1. � ,.2. 9 . . r. - � .:. ,:. , . , , : : ;,.:,,@ OR BLOCKINGS W/ '. d ° e O I b j L 3= 16d';@ 4" o c RIM Ja1ST OR BLOCKMGS TO TOP PLATES W/ A35 10" o.c. 1/2" DIA. A. BOLT in &Ar, 0 or. J - 18, oc.,.,OR 5/8,. DIA. A,_BOLT 26..o.c. PHD6 HOEDOWN ON 4x EDGE KIN .. N 'T ,.�� @ (KING) STUDS. W/ SSTB28 Faro L / A. BOLT TO FOOTING. WID �� I ��/fl£E L TH OF PANELS AS -NOTED ON PLANS.' SEE NOTES A, B, C, D, B & F' �c °O BELOW. tn ;< 9 " " ". GL 6 - D r- CJ 8. 3/8 PLYWOOD CDX OR OSB WITH Sd. 2Ca ® !✓ L @ . 12,.. 1/2; :DIA; A. BOLTS, 16 o c.:OR 5/8. DIA. . @ / ' ` .+ 24 o.c. PHDS HOEDOWN ON 4x EDGE KING W :> L (, ) .STUDS, ., / SSTB2Q .A, BOLT TO ,FOOTING. WIDTH OV, ' ( i ♦ 2 .. PANELS AS NOTED ON 'PLANS. SEE NOTES A,,C, D, E, & F'- BELOW. NOTES: A. CONTINUE WALL SHEATHING OR SIDING DOWN TO THE FOUNDATION OR SILL PLATE: •x x , _ N N d B. CONTINUE WALL " SHEATHING UNDER ' STUDS � OF PERPENDICULAR' WALLS. . .� v S° I r ii. I d 3 i o .. + 0 _ o s f ( .-. C. EXTEND A. BOLT OF PID AS REQUIRE BY USING THREADED ROD & COUPLER N K U Q NUT -OF 4 ' N os �w i s 8 ,. , C L P , r r THE SAME DTA. AS THE , SSTB. PROVIDE SOLID BL ` �I G J-� yI �) G C C. BLOCKING UNDER EDGE STUDS ;ALL - 'IC v , ALONG THE ROD. Irep-,o_s r pFE,SS/ to1711114 sr6z DouBL Kf Q ,..N f� -1 D. USE 3x D.F. FRAMING AT 9., ( ) SHEATHING JOINTS (SPLICES) AND 3x P.T. HEM FIR MIN. O • yP' I FOUNDATION PLATE. p'_O'' r-lrt,M wALLt uJt.L€ Tr �r++�r►Etigo.�• Q' !f' G> / � E. ALL A. BOLT WASHERS. SHALL BE 2 x 3/16 THICK. U. �' G, 3 `g�� Z-2 $X 3''S•' III-�1 3 Musv K»ul. srups F. USE ONE SIZE GREATER SSTB A. 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