Loading...
HomeMy WebLinkAbout027-081-025�� r 01 Patric proctor 71 pper Palermo Rd.., Palermo PeriffihitAk#5765'-81P,E�til.,MH) ELEC. ZOOM GAS /d-13.9 SUPPORT STRUCTURE --,,,REQ. COMPACTION TEST REQ, V- 27-081 i1( Contr: Gene Schmict-� <h� 07Si5Mrb, ,Per mit#3 81 9=f81mHI Issued,/// --/V 'q/ 63) • �! i- I ��7 - SG�N N �U � � � - OA?4 v W I F 10 112'7 U �J�'l.�RD. �•��,` a 51TV (SwT �OT) Permit #135-82B(newpri.shop & storage) Flt- PAPMV 027-081-025 92"2608P SHAW, ,Fran'kl*l-n , :.,- t - 4 7127 Upper Palermo.-rd,Palermo gas lines/sf 027-0.81-025 PERMIT#94-2561 SHAW, FRANK .7 12-6 7127 UPPER PALERMO RD., OROVILLE DRAIN LINE W/SU1"1' PUMP/SF 27--68-1:-C25 05-1963'-` -OY3 DAYOAN, PAT 7127 UPPER PAMERMO RD, PALERMO Cont: DAYOAN ROGER GARAGE r- ja4l, -b B07-2465 027-081-025 MISCELLANEOUS Sidi'ng,'Stucc VINYL SIDING ON SF(2 100 SQ FT) 7127 UPPER PALERMO Rb DAYOAN, PACIFICO S & F-ELISAR a BUTTE COUNTY INTER-DEPARTMENTAL CORRESPONDENCE DELIVER TO LAST PERSON NAMED +?ATE NAME DEPT. I DATE NAME DEPT. i J .COUNTY OF 6UTT1= - DEPARTMeNT OF PUBLIC WOR PERMIT NO. s ; 7 County Center Drive - Oroville, California 95965 -Telephone 916 4-45 APPLICATION AND PERMIT 0 ASSES'jOR PARCEL NUMBER %— 26 ZONI BUILDING PERMIT �+ OM —1C4 -W TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CO TRAS,'S NAME50-tM17—r MA/ /�,,( /C'-_✓`4�JV/ (T/✓4 /6 CO TRACTO S MAILING ADDRESS' / 1' / /(% n�0 �� P-0 � ` V Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.0(] LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ , �C2 Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ ZD-� Bu1L;�o11/yp Ess PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE�0 F STR - TURE SF [:1 Duplex ❑ Mobilehome Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remoodel� Uti 'ties El iristaliatio Othe% E] Describe work: /�� (� �L �� �s g/ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR00V OR LESS5.00 xJ(� Main service EA. ADD'L 100 AMP 2.50 (DWELLING OCCUP.) NEW CONST. y OR ADDNS. ACC. BLDGS. 20 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): Q' I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. J%� I J I — Classification C- 6 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR U TI.OUTLET 2.50 ea NON-RE SID BRANCH CIRC ITS NEW CONSTIZ ( POWER APPARATUS D) NON-RESID. SINGLE OUTLET CIR. Ex. OCCUp OUTLETS OR FIXTURES a 10t IXED A PLNS. OR Ex. Occup.(ouTLETs (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ tractor --Con. MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ he permit is for $100.00 (valuation) or less. II have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgm s, c ts, and expenses which may in any way accrue against id County in ons quenc f the granting of this permit. X Date IU Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3/stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 50, Dd OCcUP. GROUP I TYPE OF CONST. PARCEL PD I ND I ISS This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE R OF PUBLIC By PE IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date / � —f `f -P/ / --,— / ! e Receipt No. �(� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 5 BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7_County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: 2. Installer's name: 3. Is the site currently under permit? Yes No (If yes, furnish permit number ) OR Is the site an existing site? Yes / / No (If ,yes, furnish two (2) plot plans.) 4. Will the mobilehome,.be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements?. .Yes No/ / 10. What is the type of gas service? ----------------------------- Natural /% LPG 11. What is the gas pipe length from meter or tank to the mobilehome? (ft.) 12. What is the mobilehome gas demand? ------------------------------ (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft, on LPG.) ( If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- 14)041 Amps 6. What is the mobilehome site service rating? --------------------- a Q Amps 7. What is the mobilehome site circuit breaker rating? ------------- 2U0 Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- (in.) 10. What is the type of gas service? ----------------------------- Natural /% LPG 11. What is the gas pipe length from meter or tank to the mobilehome? (ft.) 12. What is the mobilehome gas demand? ------------------------------ (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft, on LPG.) MOBILEHOME SUPPORT DATA If other than single wide, Mobilehome Xfr. tiCA/Q furnish Setup Model No. f D Year '96 Width 3 �/� (ft.) Box Length(ft.) Tagalong or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. Footings (check one) Single M-"^1. Wood either AA pressure treated or v foundation grade. x301 (ft.)(in:) (in.) (in.) 2. Other: (specify) Center support Center support f0 locations* footing sizes r1laX30, Supporta (check one) (in.) �l: Concrete block. I �r a �6 ❑ .2: Other. (specify) (in.) (in.) *--Tagalong or Expando,' show support details. (in.) (in.) Typical Support (in.) (in.) Footing Size (ft.)(in.) (in.) (in.) Max. Pier Spacing Max. Overhang .(ft.)I(in.) (in.) (in.) (ft.)(in.) BUTTE COUNTY BUILDING DEPARTMENT *If center piers are other than drawn above, APPROVED tXz, AVaT.7 4—.1n"af-innc nnnnina_ and dimensions. _._ COUNTY OF BUTTE 10 TIENT OF PUBLIC WO PERMIT NO. 7 County Center Drive - Oroville, Callfornia X5965 - Telephone 916 34-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER g ZONA G BUILDING PERMIT oWr 47T_'/64-_' P�%0 ✓E H i7E SO. \�-� FT. OCC. BUILDING VALUATION O�E(2'S MAILING ADDR dffM - 5,4R � C77a�odi�l✓� CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN LENDER'S MAILING ADDRESS Total Valuation is ` Filing Fee Permit Fee $ 10.00 $ ARCHITECT OR ENGINEEg "�I "' LICENSE NO. �,, �/A(/�—� ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee Penalty Permit fee $ .6 b $ $ BUILDy{1(j�/j��/�!// RESS UPP&C nAD RD /'��� PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 /� �lgl_EeMQ Water piping , 00 LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USEOF STQUCTURE SF ❑ Duplex[--IMobilehome/Other SPECIFY Building sewer Q,f7Z� Lawn sprinkler system 4TE00 TYPE OF WORK New Addition❑ Remodel[] UtilitiesInstallation❑ Other❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 8001 OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 SvT NEW CONST. (DWELLING OCCUP.y) OR ADDNS. ACC. BLDGS. 22 sq it CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification .1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. -OU LET 2,50 ea NO N.RESID BRANCH CIRC TS NEW CONSTR. ( POWER APPARATUS 6) NON.RESID. SINGLE OUTLET CIR, Ex @ 25¢ Ex. Occup(OUTLETS OR FIXTURES BAL@1 FIXED APLNS. Ex. OCcup.(OUT LETS P(RESID )REA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 / , o O Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIirig Fee 10..00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Noice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agr to save, indemnify an keep harmless the County of Butte against all Iia iti s, judgment , c sts, nd expenses which may in any way accrue agai t sa' C unty' con qu f the granting of this permit.` X Date f©'✓—�/ Signot a of Applicant — Owner ❑ Contractor ❑ Agent ❑ An HA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ �Io2. 5Q �CCUP. GROUP TYPE OF CONST. PARC PD HD 95 This permit is hereby issued under Bions of the Butte County Code and/or work indicated above for which RECOF PUBLIC (7 By T EXPIRES PE Date the applicable provi- resolutions to do fees have been paid. WORKS Date I Receipt No. T 0 WHITE-D.P.W., YELLOW-A9SE950R, PINK -INSPECTOR, GOLDENROD -APPLICANT Return to DPW AGRICULTURAL STATEMENT'OF'ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT OFFIC:AL RECORDS BUTTE Section 26-8.1 of the Butte County Code requires this acknowledgement RE DS RcQ':F`3! be recorded prior to issuance of a building permit. pj The property described herein is adjacent to land or included OCT 5 � 13• Phi 1981 within an area zoned for agricultural purposes, and residents of CLARK A.NELSOP4 this property may be subject to inconveniences or discomfort arising CLERK -RECORDER from the use of agricultural chemicals, including, but not limited to herbicides, F E pesticides, and fertilizers; -and from the pursuit of agricultural operations including, but not limited to cultivation, ,plowing, spraying, pruning, and harvesting which occa- sionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural -zones which have as a priority use for productive 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. Alh that real property situate in the County of Butte, State of California, described as follows: - The North 346 feet of Lot 1 in Block 44 of Subdivision No. -1 of Palermo Citrus Tract, According to the official Map thereof, filed in the office of the Recorder of the County of Butte, State of California, September 1,7, 1888. Date: 0 �':�.��7? �. /�, State of CALIpr)pmTA ) On this the ) SS. before me, County of BUTTE ) • appeared PRO T RS: /'l : y 5,th,. day of October , 19 81 the undersigned Notary Public, personally GEORGE B. SIMPSON and BEVERLY E..SIMPSON known to me to be the person(s) whose name(s) ARE subscribed to the within instrument and acknowledged that THEY executed the same for the purposes OFFICIAL SF,AL therein contained. .:Q•L �'�, E�}:;ZCtY* L. TUCKER IN WITNESS WHEREOF I hereunto set hand and official :?• .t''a"'1" NOTARY PUBLIC • CALIFORNIA m y 'c,:'t•,..� PI:lNCIPF.IOFFICE IN seal. j'BUTTE74 'i:UUNTY MY C0MMi55!ON EXPI"REE JAN. 13, 1984 Nofary Public Present A.P. N0. Z 7-Qgl— ZS COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number / `/ for the following location: Owner " a Owner's Address'' ' Mobilehome Mfg. Model —Year •� Insignia No. w - - Serial No i_:�–A 7 Y` It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Date / �, By r s THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 8914751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector� Da County of Butte DEPARTMENT OF PUBLIC WORKS Chico — 3494211, 7 County Center Dr., Oroville — 534-4541 Skyway and Elliott Rd., Paradise — &i"9495 - CORRECTION NOTICE ......................�.=.......... Building or Property Address A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. .. ....................... ..... I Do Not Remove This Tog (400-4) PERMIT NO. 3765-81P.E PERMIT EXPIRES a A —V&'�� OWNER Patrick Proctor CONTR. owner ASSESSOR PARCEL 27`081-25 LOCATION 7127 Upper PalermoRd., Palermo Temp. Power Pole Called PG&E a Temp. Elec. Service Called PG&E i Temp. Gas Service i Called PG&E . 'JOB FINALED (�te) Signature i J = OK O = Not OK = N61 Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES`(Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements oils; Special MH Support—Sketch 2. Footings; Size—Depth—Spacing—Connectors ewer; Loc i—Tefst-Falleii�rCo a 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails ater; Loc6l- fi—Te%i-Easement Needed (Sketch) 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing *.—Electricity; Location—Clearances—Grnd.— / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. G2; Location—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"fl./ /','LPG 6. Carports; Windows—Doors Utility Clearance 7. Elec. C d -BI Date ,oi Card -BI Date Card -BI Date Card -BI Date Card -BI Date —4 Card -BI Date Card -BI _ Date Card -BI Date Date MOBILE OME INSTALLATION ( ns) OK except H's Date _ POOLS (Plans) OK except #'s oning Requirements—Setbacks—Easements 1. Setbacks—Easements Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability est—Demand—Valve—Connector Electricity; MH Test—Crossovers—Breakers—Clearances 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Elec.; Receptacles and Lighting; Distances—GFI 5,,/'W -,n; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6 er; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed y,'. and Sewer Con ected—C/O to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. 40Wand Elect ity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit Insp.—Sketch 1 Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card -BI Date Card -BI Date C B-1f1pDat < Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date J = QK,. O = Not - =,Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) _ Date UNDERFLOOR Plans OK exce t#'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /'' Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3.. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches& Decks; Soils -Steel- /,_- /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 51. 52. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer" 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except q's _ 14. Water Ht.; Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. 60. 61. Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels 17. Shower Pan; Test, First Floor -Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. 64. 65. Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. & Mech. Equip. Listed for Location 23. Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic C] Yes 25. 2 Appliance Circuits in Kitchen &Conductor Size Guard Rails & Deck Construction -Post Caps _ 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes []No 75. Following instld.: Drive ❑ Yes E] No; Walks E) Yes C] No; Planters❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. 79. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B I Date Card -BI Date 81. Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Perrc,it) OK except q's 83. Corrections from Previous Inspections 84. 85. Gas Test -Meters Tagged; Gas -Electric Water & Sewer Connected -C/0 to Grade -HD Approval 31. A.C. Ducts; lnsulation & Support 32. Vent Fan; Exhaust above Insulation 86, Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic. Card -BI Date Card -BI Date Card -BI _ _Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except 4's Comments at Final: 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing _ 39. Draft Stop in Walls (rat proof) _ 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors _ 43. 44. Cing. Joist-Ritr. Ties-Purlin-Roof erac.-Truss-Shthng.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _ __46. _Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time you visit jobsite) NOTE:—All Materials & Workmanship Shall ge in Accordance with Recognized Good Practices and of a quality prescribed for the Specified use. in'the = -" Uniform- Building, Plumbing, & Mochanical Codes 'and - - the National Electrical Code. Ej , j- Utility cbnLctions steell be v�itM►n ; i -et I'Ir . f#�a =tho al�hore� - __�directly"behirnd or within the reaF t.: . half of th.roadside (left) of the SQ: FT - , FOR MOBILES A .Kermit will be -required 40 r. ie f mstla anioo }he• n r ... 77 ck of�5 ft. from tie-" t ; + A setb - -- -i ptopeity lines and a setback _- -•�---•— -�-•- ----- - of 50f .from the road centerline shall be clear of - _ ettres or equipment -except f a ft- eave overhang. _ --- - - S�ZPT -T-A< - This set of plans and spe-cificc=tTens MUST to kept on the job at all-tirriAs rij it is unlawful to uke-anchanges. ar_alterr fions on same y without :written permission from the Department of Public._ Works, County of Butte. BUTTE COUNTY 6UILDING DEPARTMENT APPROVED _. NOTES RESIDENTIAL ,PERdIT.-NO. SPECIAL CONDITIONS — SRA — FLOOD CERTIFICATE REQ. — FIRE SPRINKLERS REQ. — SPECIAL INSPECTION ITEMS —,VERIFY — USE PERMIT CONDITIONS — SUB -STANDARD HOUSING LETTER' oo J013 FINALE toln D (Da Signature CHECKED BY ' '027_-08r 1-025 _05_1933_ DA YOAN, PAT 7127 UPPER PALERMO RD, PALERMO Cont: DAYOAN ROGER GARAGE SPECIAL CONDITIONS — SRA — FLOOD CERTIFICATE REQ. — FIRE SPRINKLERS REQ. — SPECIAL INSPECTION ITEMS —,VERIFY — USE PERMIT CONDITIONS — SUB -STANDARD HOUSING LETTER' oo J013 FINALE toln D (Da Signature CHECKED BY J=OK G = Not OK •.a Not Applicable . ®�'�� HOMES . =Not Ready Pate 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) S. Electricity, Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / P' L "ftJ P LPG 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 } MISCELLAUE Date DECKS, C VERS, CARPORTS, GARAG S (Plans) OK except #'s I Requirements-Setbac ements --a-� ootings; 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 S. Alum!Awn.; Columns -Connections -Splice -Decal -Enclosures 6,6C�rpgffs; Windows -Doors Eleytnc / - 8. F g.;,Sills-Anchors-Studs-Rftrs-Trusses SjOing; Nailing -Veneer -Stucco -Mesh ,ID-oof; Shthg-Roofing 11. Evt-Steps-Doors-landings 12/Braced Wall Panels Card B-1 Date POOLS (Plans) OK krxcept #'s 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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connectoe 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 } MISCELLAUE Date DECKS, C VERS, CARPORTS, GARAG S (Plans) OK except #'s I Requirements-Setbac ements --a-� ootings; 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 S. Alum!Awn.; Columns -Connections -Splice -Decal -Enclosures 6,6C�rpgffs; Windows -Doors Eleytnc / - 8. F g.;,Sills-Anchors-Studs-Rftrs-Trusses SjOing; Nailing -Veneer -Stucco -Mesh ,ID-oof; Shthg-Roofing 11. Evt-Steps-Doors-landings 12/Braced Wall Panels Card B-1 Date POOLS (Plans) OK krxcept #'s 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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i = OK P = Not OK = Not Apprccable = Not Ready RESIDENTIAL, (Single & Duplex) Sate UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg_, Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties -Pullin -Roll Brac: Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdmt. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B 1 Date PLUMBING (Permit) OK except #'s Date 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 23. Fire Sprinkler, Test 70. Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) .OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ_ / /ga Cu or AI Insulated Neutral ❑ Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 85. A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. 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 Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Comments at Final: 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 146. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties -Pullin -Roll Brac: Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdmt. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Dud in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 83. Following InstldJDrive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" ARCHITECT/ENGINEER OWNER Last Name / � U Address First Name Address 742 Fax Pte - City 2/� U Phone State &A Zip -96 Phone G c� S O Map qook Fax E-mail Lot P ner j � ARCHITECT/ENGINEER CONTRACTOR Name Q 51411-26' � U Address Phon 7O7 Fax City Fax State Zip Phone Type Const. Fax E-mail Map qook Lic. # Class ARCHITECT/ENGINEER Name A Address 3 IVSO ALI/ City State O Zip Phon 7O7 Fax E -mail -State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X s For office use(oy: AP#O 2 ,-7- g 1 d 2 Zoning - Flood Zone WORKER'S COMPENSATION SRA fes No Occ. LENDING AGENCY Type Const. Subdivision Na CA Map qook I Pae Lot P ner j � Da App oved: �6- OVER FOR U MITTAL REQUIREMENTS 1-:1 PERMIT NO.mm `� .RP V / �I BIN # LOCATION AP#O 2 ,-7- g 1 d 2 Property Address2-7 v I ��n I r/ Cit o A0 Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: <-7 0, Bldg Receipt #: O"j 0 qt SRA Sheriff SMIP Other Date:qn Total REV 2-24-05 ma SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings, ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, .(C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 Hunt, Philo From: Roger Dayoan [roger dayoan@dot.ca.gov] Sent: Thursday, August 11, 2005 4:50 PM To: Hunt, Philo Cc: Willie DeGuia Subject: Re: Garage Structure Pat.pdf (197 KB) Philo, The following is in response to your comments. 1. There will no cripple wall`' The designed garage clear height is 9 -foot - 1 inch. Simpson's Strong Walls are 90 -inches high, plus the 12" v header and then add a 7 -inch curb will eliminate the need for the cripples. OK 2. The shear walls are 15/32" CDX plywood with 8D nails at 6" edge nailing and 12" field nailing and will added to the drawing. SW 3. The A35 are the clips for the truss blocking to supplement the 16D nail that connects the blocking to the top sill plate with the manufactured trusses. 4. The H10 are the truss anchors to the buildin S P� WV F �43S C -up s g• oK 5. Conservative estimate was used in the calculation. Using lower R value (4.5) and 0.36 factor will result to lower total building shear. tocaaAsts v N, T S iwA-m 6. The wall width reduction 44" rather the 5 -foot has no bearing in the shear strength of the wall./We are using Simpson Strong Wall System, which far exceeds the shear resistance required in the calculation. 7 7. The 1.5 value was derived from the Seismic book`and CBC 2001.-NNVkeft� 7 -..Sta-SON Ise 8. In California seismic lat 1 forces always exceeds or is than greater the wind lateral loads. have added the lateral wind calculation. Attached is the updated drawing without cripple. (See attached file: Pat.pdf) I would like to thank you for being so patient with me, since I am not too familiar with your building permit regulation. Hope the above will open the way for a garage building permit. Thank you Roger "Hunt, Philo" <PHunt@buttecount <roger-dayoan@dot.ca.gov> y.net> <BBarron@buttecounty.net> 08/08/2005 02:47 PM 1 To: "Roger Dayoan" cc: "Barron, Bill" Subject: Garage Structure Roger, Please specify strap required at the beam spice. The detail you provided still shows "design by others." Specify the strap type and the size and number of nails required on each side of the splice. ' The truss connection detail you provided references a shear wall schedule. Provide copy of the shear wall schedule. Specify required spacing of A35 clips and Simpson H10 ties. Are both A35s and H10s required? Note your calculations indicate cripple wall framing above the garage door headers. Is this necessary? The plans show 8' walls. If cripple wall framing will be installed specify shear ply sheathing and nailing required to transfer lateral forces. Please revise your calculations to reflect correct R value. R = 5.5 for wood structural panels per CBC T16N (not 4.5) Ca should be 0.36 for class D soils. Please revise calculations to show correct shear wall width. Shear wall width should be 22" X 2 = 44". The calculations indicate 5.0'. Please clarify the origin of the value 1.5 used in the base shear equation. Please provide wind load calculations and design for the highest lateral force. (wind or seismic) Please call if you have any questions. PHILO HUNT, P.E. PLAN CHECK ENGINEER BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE: 530.538.7541 FAX: 530.538.2140 -----Original Message ----- From: Roger Dayoan [mailto:rogerdayoan@dot.ca.gov] Sent: Monday, August 08, 2005 11_ 28 AM To: Hunt, Philo Cc: Barron, Bill Subject: Re: Garage Structure Philo, The subject is for a Garage Structure for Pat Dayoan at 7127 Upper Palermo Road, Palermo, California. Design Structure plan for the Garage was submitted in your office, as to obtain a Building Permit for the structure. You requested the following: o - Strap that is adequate to transfer the drag load across the beam splice. o - Detail depicting shear transfer from the roof diaphragm to the beam. Recommended to use Field Nail 10ga Strap to post and header using (10) - 10 d common nail. The beam will be screwed with 1/4"x6" screw through the top plate of the strong wall (as shown on the attached typical (PDF)). 2 ► 7/25/2005 7127 Upper Palermo Road LATERAL ANALYSIS QROFPCSI° S. Upper Length Lu 28 Ft Ft No. C 54059 Width Wu 36 Area 1,008 Sq Ft Exp.:�— CTM Area Unit Wt.'otal weight 04 Roof =Area x 20/ 1,008 16 16,128 Lbs OF CA Half-up ext wall=2(lu+Wu)/, 512 12 . 6,144 Lbs Half-up int wall=(Iu+Wu)/2 0 8 0 Lbs ? 22,272 Lbs Base Shear Calculation Ca=.44Na - 3� V= (2.5 x Ca 1.5 I * W)/R Z. S (' 3G., /43& W V= .AIa�- 5..�= 4.5 = STY, 0.366667 W S. s . 3 6.4 S -#- W 6019 pp't,100 P . P= 1.00 V= 8,166 Lbs rp CX W1.4= 5,833 Lbs 2 Unit Shear Garage r 5.8 2 �. Lbs/SF 470 A1411 Distribution Wall Shear Wi Unit V _pOaA14 / Upper Walls Line 1 2,917 5. 583 Lbs/F-r SW22x7x4 Strong Wall Line 2 2,917 36.0 81 Lbs/F T anci�lt @32" O.C. 5,833 Width Unit V Upper Walls Line A 2,917 25.0 117 Lbs anchor bolt @32" O.C. Line B 2,917 28.0 104 Lbs anchor bolt @32" O.C. Garage girder Dead Load= 16 PSF Live Load= 20 PSF Tributary Width (14-feet)= 14 Ft. Load per foot=W 504 Lbs Span=L 17 Ft. M= W'1_2*12: 218,484 lbs-in 8 S= M= 218.48 1,000 Try 6"x 16" S= 220 O.K. Suggest use Glulam Structural section. Garage girder Dead Load= 16 PSF j��s('V.is' % %// f2,o6ew - O) - klC—S/ 6 /V / I C oOIV v�4- / vc / W/t( /ZuVI sq1= 4000 (ONN Vii:!74/LI .� c77Fr_i c Y /ALF-AA r f OL e45 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO51933 LICENSED CONTRACTORS DECLARATION Issued Date: 09/02/2005 APN: 027-081-025-000 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 Site Address: 7127 UPPER PALERMO RD PAL effect. License Class : License Number: Map Index: Date: Contractor: Description: garage (1008) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Owner: DAYOAN PACIFICO S & FELISA R Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 7127 UPPER PALERMO RD signed statement that he or she is licensed pursuant to the provisions of PALERMO, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95968-9705 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): Id' , as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: DAYOAN PACIFICO S & FELISA R Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 7127 UPPER PALERMO RD provided that such improvements are not intended or offered for PALERMO, CA sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 95968-9705 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code '91Owner: Date: WORKERS' COMPENSATIO D LARATION I hereby affirm under penalty of perjury one of the following declarations: License #: ❑ 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. Architect: ❑ 1 have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: 1008 S.F. Valuation: $24,192.00 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 Census Code: become subject to the 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. Date: !?� 2 O 5 % I Applicant: O �— WARNING: Failure to secure workers' compensation coverage is �1 unlawful, and shall subject an employer to criminal penalties and one 111 hundred thousand dollars ($100,000), in addition to .the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is eby issue u r the ap licabl provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions do wor 'ndi ed above f r w ' h fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 9 ^ 2 `� Name: By: Date: `� �, Address: PERMIT EXPIRES ON: G Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: (� e/ �i✓O 1/ Yt��/� Signature: — Date: /downer Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville,'CA 95065 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �' ' / ASSESSOR PARCEL NUMBER Proposed Bu� "'-- ilding Use: V0Permit Technician: � / Date: -7 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. \ 7 JW 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. �O I N 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. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings 12. Hazardous Material Form N 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan rc-view upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as. applicable ❑ 16. Fire Sprinklers..............................................................; ............................. O 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by Cl 18. Soils Report and/or Engineered Foundation required ........................................... / 19. Erosion Control Plan Required........................................................................ r/ 20. Fees as shown on the attached Schedule of Fees Due Sheet.............................. ❑ 21. City of Chico Plumbing permit........................................................................ 22. Site plan and business license approval from the City of Biggs .......................:. Z 23. California Department of Forestry plan approval aid. Sent bF&---'1 ........... 24. Planning approval for (A) Use: 6K (B)Parking: (C) Parcel Check:.-.... G \ ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ �E71 f\/ 26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number...................................�:..... 1 N 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ......... :........... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone r%� � 6 Ou ��� and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant"?. Date: ("" o�2 / "-U'� 1. Index permit application for twAve ' s mbered: Plan Check Le7- wwf 2. Additional items r Contractor; design r, owri , a i9e o th above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designe , ner, advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, o >tr s advised of the a �d tgiv, h phone, ❑ mail, ❑ cc r Date: Plans reviewed by: Date: b i/� Plans approved by: Date: Structural reviewed by: Date: 0 Structural approved y: Date: c Note transfer by: Date: Yellow: Building Division OWNER COUNTY OF BUTTE D PO ,^19 '3 DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 j SCHEDULE OF FEES DUE D -^_I PROP9S,ED BUILDING USE 1. BUILDING PERMIT FEES L zg I --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee .................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES r7.SRA 10.00 (paid at Building Division) FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) A.P. # 02,7-6191— DATE 2 (-b19f^DATE RECEIPT # DATE REC. . CSA 87 TRAFFIC FEE $2 -00.00 (paid a�tBuilding Division), L(Z � 10. OTHER C5 " (� �v�6� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 7--""7- / — ds� Pursuant to Government Cdde Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Butte County Depar-tmentol"DevelopnentSerf/ices o`'Tr�o 7 County Center Drive Oroville, CA 95965 , (530) 538-7601 Telephone °�,,,, (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT. REQUIRED CLEARANCES r I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is'obtained. • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to, all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). / Please print: )`J Apo�1-C plicant Name: iF�rf /�6 %� }rC74-^ APN: ®2�� Building site address:V,.g 2 4 % �G�I�.Q.�T� Permit No.: I have read, understood and accept the terms, and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNAT r OF APPLICANT DATE Copy to Applicant/EH/File K:Fonns/BldePennitwithou tClearances 020705 I Department of Public Works LAND DEVELOPMENT DIVISION --� ® J. Michael Crump, Director Storm Water Management Program >> epi \ ® 7 County Center Drive U -t4 / Oroville, CA 95 965 a �5 (530) 538-7266 �LIC WCC (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and •Storm Water Pollution Prevention Plan (Sl11WPPP) Acknowledgement rLESS THAN 1 ACREI Project Description: Project Location and/or Parcel'Number: 027 --0 e / - D2 5- teL By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit hom the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one. acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: • � ry— S'a .iti'^l .^hi _ 'gid:' _ :',`:fi •Lr q' � _ - Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your,building permit. No building pernnit will be issued until this verification is received. �^ 1. I personally plan to provide. the major labor and material for construction -of this proposed property improvement: 'YES [/] NO[ ]. 2. I HAVE [ l] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, ' supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE, TYPE OF WORK SIGNED: PROPERTY OWNEK-"6. DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11 /4/204 Butte County Department ofDevelopment Services ADMINISTRATION `BUILDING' GIS `PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile �•�—'�45. -t+l za:a4.- =''„e' •�r �•::y:: �,x� ur auan^Vf<_Ye Wy�trisfaM•�t. CZA�rSL. Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by propertyowners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and othex costs) is $200 or more for the entire project and such persons are not licensed as 'contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their. work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. C. Vieir+ C.B.O. Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. E.M. USE ONLY Ptot Pian Attached r'too? Plan Attached Sent to S.D. / TO: Building Department FROM: Environmental Health 1 SUBJECT: Sanitation Clearance t4 -,i P01 Y)A-- nerocation AP# Plan Approved for: Sewage Disposal"�: WL ater Su/�ly: Public Private Well � J L Clearance for dwelling. Other a /-cc CK----, Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date A .4i .......... D tie u LAND .OF NATURAL W E A LTH A- N. D B E A 'U; T Y DEPARTMENT OF. PUBLIC HEALTH DIVISION OF ENV I RONMENTAL.HEALTH Addtess E1 196 Memorial Way Cr County Center Drive 0 747 'E I li.ott Road Reply to Chico California 95926 Oroville C.olifornia-95965 Paradise, California 95969 Telephone: 916/891-2727 Telephone: 916/534-4281 Telephone: 9'16/872-2961, Ext. 58 Mar.ch*19,.1984 Beverly Simpson 7127 Upper Palermo Road Upper Palermo., CA 95968 Dear Mrs. Simpson':, This is to a6 -vise YOU. that -pursua.atl tu o. Sectio* U L o.c. the Butte CollLY-1-ty Code, the Board of Su- ervisor's ha s a -T L proved a -1 to SeCtioias 19-10 and I -C.-12 oft variance renewa )- he Butte. County dode* for t , 1 -ie c.ont-inu.ed -use of a rnob-ile ho.rii.-, on you.0 property locited.at 7127'bpper PaleYmo Road, Palermo CA. and iden-l'--ified as Assesso--_-'s Par, -_--el This varia'-zice ra-aell:ai was -r"natcd on February an- _14, 1984 inclildes the follov!iar, conditio-�-is C) "I The variance rentewial isi --ran-Led only for a terr-a of one year. alt the end of one yeai- you riu-st apply r rt fora ew- varirancc if Y t1 -.1e- LI... --le is to- cont'inu,-2. .2- If the a-�)- licant _1'11 ?nobile ho -me .P _L - or c o -av eltionaI 10 0,1-L O._-, * 4 A '. _L -ceac e residence -w,.Oves. to a-rio'Clier s de S e. variance aut-omatically. expires ani -d t(ic mobile. 'Ucm-e Shall be iored vit-h-in 120 days. I 'L t -'A -Le ho(-cie is not- remnaved i-Titlain 120 days, the coL-,-.nty may removc sa:Ld hof---: a -r -d 'P store i 1-1* at tide 0 "n e r- s e X en s e Very truly Yours, !-,an E V -a ahart. D* e c t O.r T)iVj O, -j .L:° jC -'_tl H, alth L. d ­ L C Q1. U, CIL �.........' -bafte cowit ` - L"AN1D O.F NA T URAL ••N EA LTH AND LEA(iT`f DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH Address ❑ 6950 leander.Avenue, P.0'. Box 11001 7 County Center Drive ❑ 747 Elliott Road Reply to Chico, California 95927 Oroville, California 95965 Paradise, California 95969 Telephone: 916/891-1.727 Telephone: 916/534-4281 Telephone. 916/ 872-2961, Ext. 58 October 8, 1981 G.B. Simpson 7'127 .Upper Palermo Road Palermo, CA 95968 Dear Mr. Simpson: This is to advise you that pursuant to Section 19-19 of the.Butte County Code, the Board of Supervisors has approved a variance to Sections 19-10 and 19-12 of the Butte County Code for the placement of a mobile home on your property located at 7127 Upper Palermo Road, Palermo area and identified as Assessor's Parcel Number 2,#V--1 -"8'1 '"G2`5: ..This variance was .granted. on September 29,...1981. and.. includes .the following conditions:. 1. The variance is granted only for a term of one year. At the end of one year you must apply for a new variance if the use is to..continue. 2. If the applicant residing in the mobile home or conventional residence moves to another location or is deceased, the variance automatically expires and the mobile home shall be moved within 120 days. If the mobile home is not removed within 120 days, the County may remove said mobile home and store it at the owner's .expense. 3. The mobile home.shall be placed on the property without violating any of the setback requirements of the zone in which the property is located. .4. The applicant shall secure all necessary sewagedisposal, electrical, plumbing and building permits necessary to install the mobile home. Very truly yours, Lynn E. Vanhart, Director Division of Environmental Health LEV/lld cc: Clerk of the Board Planning Department Building Department.,- Epi 18-B County Center Drive Oroville, CA 95965 (916) 538-7282. ' FAX (916)'538 2165 October 4, 1993 PROOF OF SERVICE 1469 Humboldt Road Chico, CA 95928 (916)891-2727 FAX (916) 895-6512 Mr. Frank Shaw 7127 Upper Palermo Road Palermo, CA 95968-9705 C� Eutte County A CLEAN INDOOR AIR ENVIRONMENT FOR A HEALTHIER TOMORROW DEPARTMENT OF .PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH ® 7 County Center Drive Oroville, CA 95965 (916)538-7281 FAX (916) 538-2140 4 747 Elliot Road Paradise, CA 95969 (916) 872-6308 REa FORMAL WAFRN�ING fo_r s.eot_ic tank repair at 7127 Upper Palermo Dear Mr. Shaw: This is a formal warning notice. Pursuant to Butte County Code (HCC) Section 41-2, we sent you'a courtesy notice dated May 10, 1993, notifying you that you are in violation',of the BCC at the above -referenced location. As of this date. the following_ violations still exist. (BCC) Section 19-4(a. b, and c) Sewage overflowing lands, flowing into a stream and accessible to rodents, insects and humans. We appreciate the effort you have put into correcting this situation to date. However, please appreciate that if this condition is not corrected before the rainy season that a serious health hazard will again be created and it would then be very difficult and more costly to correct. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within TEN (10) DAYS from receipt of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for. failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of .your conviction and the action necessary to correct or abate the violat.io'n(s). Frank Shaw Page 2 October 4, 1993 If you have any questions regarding this letter, please contact me at the above listed address or telephone number between 8:00 a.m. - 10:00 a.m. weekdays. V tr y yours, Doug F g 1, R.E.H.S. Divisii of Environmental Health DF/sg cc: ode Enforcement Building Department Planning Department/D.S. i 4t PERMIT N0. 1079-75B,E i P E M ,f "MH UTIL. ;PERMIT NO. • -a -� PERMIT EXPIRES 1 ,OWNER Charlotte D'Amico r CON TR. LOCATION (A.P. 27-081-25 ) W 7127 Upper Palermo Rd., Palermo y Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E /JOB /S �• C , FINALED__ l0 ✓ v I COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stem Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents J Water Htr. Stemwall Slab ` Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure. Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footin s - Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures r--- --_ Bond Beam FIRE SPRINKLERS Motors FramingTest Water Htr---" ----_ Stucco Final Subpanels - Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service '--- Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final �% DATE REMARKS OR CORRECTIONS J CO!1NTY OF BUTTE — DEPARTMENT OF PUBLIC 7 County Center Driv(J-- , droville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT CIU lI1V 11 GV iUpicacntou vca ui uie �.uunty ui outte to enter upon the above mentioned property for-ins�peiction purposes. XDate^%f9 Signature of Permitee or Agent Receipt No. A�2 9� 27 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRE=CTOR OF BLIC WORKS` By Date `r ' i uilding permit expires Date.......................�....V7..�... BUILDING Owner � JTY�m /C0 SQ. FT. OCC. UILDING VALUATION �9- f 3 • O Mai I i ng Address O 6 d S5 E fn 0 Telephone No. 33" Fireplace Contractor, Total Valuation Mailing Address Permit Fee , Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ - O Building Address "7 Rq aphPLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 A G /ern o Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 r A. P. No. J Zoning &Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fes W . Sani ion Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking PI ns Parcel Declaration Parcel Ma p 60Im p ' R/W Improvements Lawn sprinkler system 2.00 BIg. Plans Recd Parc pproval Pla pproval Permit Fee NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ® ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 7.0-0 (/E2 % �gfj,@/g E p Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family,Z Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Overi 1.00 Water Heater or Space Heater 1.00 Light fixtures ba1 010 S R s., switches & fix ou11 E17 Lula CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ho d, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp.or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 . License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 5 J WORKMEN'S COMPENSATION INSURANCE 'I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. %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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE S( CIU lI1V 11 GV iUpicacntou vca ui uie �.uunty ui outte to enter upon the above mentioned property for-ins�peiction purposes. XDate^%f9 Signature of Permitee or Agent Receipt No. A�2 9� 27 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRE=CTOR OF BLIC WORKS` By Date `r ' i uilding permit expires Date.......................�....V7..�... s'T i.-i,� .. - ♦ fs + t...q�Y'.��.,�ia#��.isiaif.`.�fz?'=`J j�l��,�`�`"�'.'i:rwp,��.�f=�� �3 11:G=081=01 92=2608P SHAW, Franklin ' 7127 Upper Palermo rd,Palermo gas lines/sf. . 1 _ I o { ' y IIC { k �h .Rc ' 4' r R� • S r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 959E5 - Telephone: 916/538-7541 APPLICATIONAND PERMIT PERMIT NO. ASSESSOR PA CEL NUMBER ZONING • 02�-081-075 A5 BUILDING PERMIT / OWNER E. SM, FRAnLINR. �• TELEPHO E- 532-9485 SQ. FT. OCC. BUILDING VALUATION � �+Tf y� OWNER'S J I-Iy GIS j� S PALERMO RD PALM10 9968 S CONTR AC T,Q1Ili NAMlE+ TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ ` Penalty $ BUILDINGIffl EUPM PALM 1L U��tJ'�Ytf 40 RD PALM10 Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 SF RX Duplex❑ Mobilehome❑ Other Mobile Home S I G I W I @ 15.00 SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other] Permit Fee $ 20.00 Describe work: REPLACE EXISTING GAS PIPES Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO IOOOAI 37.50 CONTRACTORS LICENSE LAW NEW CONST./ DWELLING OCCUP.tI\ 3.64 sq.ft. I declare under penalty of perjury (check one): OR ACDNS. 1 ACC, BLDGS. II NEW @ 5.00 ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business RESID,CONSTBRANCH NON-14BRANCH CIRC ITS POWER APPARATUS tr and Professions Code and my license is In full force and effect. (SINGLE OUTLET CIR. License No. Classification Ex. Occup( OUTLETS OR FIXTURES 20 9 7611 I, as the owner, or my employees with wages as their sole compen- FIXED APLNS Ex. Occup. OUTLETS P(RESID )REA.) I 3.00 sation, will do the work,and the structure is not intended or offered Temporary service 15.00 for sale. (Sec. 7044) ❑ I, the licensed Mobile Home Facilities 15.00 as owner, am exclusively contracting with contract- ors. (Sec. 7044) Misc. Wiring 15.00 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ — Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 15.00 ❑ The permit is for $100.00 (valuation) or less. Heating ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling g _® I shall not employ any person in any manner so as to become subject Hood 6.50 to the W. C. laws of California. Ventilation Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such permit Fee $ provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Ener Inspection Fee 9Y P $ Butte to enter upon the above-mentioned property for inspection purposes. OCC CONST TYPE I also agree to save, indemnify and keep harmless the County of Butte against TOTAL FEE $ 20.00 all liabilities, judgments, costs, and expenses which may in any way accrue HAz D 111 IMP FLOOD CDF PARCEL PD HO IS) against said Cdunty\in conseqence of the ranting of this permit. fJ I I I I I 1 X Date �'�"1 Z ' 7 This permit is hereby issued under the applicable provi- Signature of Applicant — - Owner Contractor ❑ Agent ❑ sions of the Butte County Code and/or resolutions to do �r An OSHA permit is required for excavations over 5'0" deep and demolition or construct- work,ihd ated ov for which f6esdhave s• been aid. ion of structures over 3 stories in height. T OF PUB Ie ORKS yg 122361 By /C Da e. Receipt No. PERMIT EXPIRES Date WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 959E5 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. �2— zO ASSESSOR PARCEL NUMBTR_ 027-081-025 ZONING A5 BUILDING PERMIT ' OWNERT' FRANKLIN FLIN E. SHAW, JR. TELEPHONE 532-9485 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 7127 UPPER, P^LEPu,10 RD PALER110 95968 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN " Total Valuation is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 7127 UPPER PALERMO RD PALERM10 Permit fee $ PLUMBING PERMIT FilingFee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 1 7.00 USE OF STRUCTURE SF KR Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5,00 Building sewer 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Othert(M Describe work: REPLACE EXISTING GAS PIPES Permit Fee $ 20.00 Contractor ELECTRICAL PERMIT FilingFee 15.00 Main service soot/ OR LESS 200A OR LESS 18.50 Main service 200A TO t000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason OCCUP.B!\ NEW CONST. / DWELLING OR ADDNS. ACC. BLDGS. II l 3.6Q sq.ft. NEW CONSTR ULTI.OUT LET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS & (SINGLE OUTLET CIR. Ex. OcOup(OUTLETS OR FIXTURES 20 76 AL 46 FIXED APLNS. Ex. OCCUp. OUTLETS (PRESID )REA.) I .3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FilingFee 1 15.00 Heating Coolin g Hood 6.50 Ventilation penult Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said 1C�'�ty in c((rise u nce of the ranting of this permit. X/�. A�^� Z� s _ j y Date J 'iKi Q 7 2� Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 20.00 HAz 1 OFEES I IMP FLOOD CDf PARCEL PD HD ISSU j This permit is hereby issued under the sions of the Butte County Code and/or work ?'d' ated v or which es T • OF PUB By IPE M T EX RE Date applicable provi resolutions to do ave been aid. ORKS a e� Receipt No. 122361 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 6_2--S_ZONIN 22 r r�� BUILDING PERMIT OWNERELEPHONE A10 <L (AJ T53Z9 eras SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING AQVRESS UP ttfg/ to go, Pi,1`61�rvvto CONTR'ACTOR'S NAME Dw(ec- TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 127 UPPER Y l+�Ee�0 �D` Cy//\J R Permit fee $ PLUMBING PERMIT Filing Fee 15.00 LEX W d Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SFDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK �,( New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[]Other/(xJ Describe work: �t? O�Q CQ Ex (Sfi f h U Ga/,Qe S /l Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS 200A OR LESS 18.50 Main service 200A TO t000A1 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury check one): P Y P er I Y( ): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.d+\ OR ADONS. ACC. BLDGS. // 3.6Q aq.ft. NEW CONSTR ULTI.OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS e SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20 76 Ex. OCCUp. OUTLETS FIXED APPLNS IRESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. IYirin g "15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling 9 Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHAwork permit is required for excavations over 5'f)" deep and demolition or construct- ion of structures over stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE _T TOTAL FEE $� F" -PD HAz DFEES IMP FLOOD COF PARCEL I HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date 23 Receipt No. 12236 WNITC-D.P.W., YELLOW-A36[OSOR, PINK -INSPECTOR. GOLDru Pnn..PPLI[ANT COUNTY OF BUTTE - Department..of•Public Works 7 County Center -Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and beering your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major .labor and materials for construction of the proposed property improvement (yes or no).`5 2. I (have/have not) N }�V_ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person • to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner }- l�./� tJ L ' S hj t1 w J� Social Security Number Date jC^Cr '1. �O 7 - NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and .19832 of the California Health.:and Safety- Code: -. -: - - This verification must be completed and returned to our office before we are per- mitted to issue the permit. n , — LANG Or NAIURAI V`:!F_A_TH ArJG Bi=,aU - Address Reply to: May 5, 1993 PROOF OF SERVICE 1469 Humboldt Road Chico, California 95928 Telephone: (916)891-2727 DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH 0 7 County Center Drive Oroville, California 95965 Telephone: (916) 538-7281 Fax: (916) 538-2140 ❑ 747 Elliott Road Paradise, California 95969 Telephone: (916) 872-6308 Mr. Frank Shaw 7127 Upper Palermo Rd. Palermo, CA. 95966-9705 RE: 7127 Upper Palermo Rd., �_GAP# 27-081=25� Dear Mr. Shaw: This is a courtesy notice to notify you that you are in violation of the Butte Countv Code, as follows, at the above -referenced location. i. Sewage is discharging onto the ground, draining into a water course, and accessible to rodents, insects and human=. It is the County's goai.to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. A sewage repair permit will be required for any alterations. A copy is enclosed for your convenience A CLEAN INDOOR AIR ENVIRONMENT FOR A HEALTHIER TOMORROW s Mr. Frank Shaw Page 2 May 5, 1993 If you have any questions regarding this letter, please contact me at the above listed address or telephone number between 8:00 -10:00 a.m. weekdays. V4tryours, DR.E.H.S. Division of Environmental Health DF/sa Attachment cc: Code Enforcement JBuilding Department Planning Department/D.S. Address Reply to: May 10 1993 PROOF OF SERVICE suite :Count :ode- •a7, ... .. _ L A N D O F N A T U R A L WEALTH ; AND B A U 1469 Humboldt Road Chico, California 95928 Telephone: (916) 891-2727 George and Beverly Simpson 1155 Bird Street Oroville, CA 95965 DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH ® 7 County Center Drive Croville, California 95965 Telephone: (916) 538-7281 Fax: (916) 538-2140 COakolIv op81 I lQT Y ' ® 1993 D 747 Elliott Road Paradise, California 95969 Telephone: (916) 872-6308 RE: Correction - 7127 Upper Palermo Rd. �_cAP_#27-08_i-25.)�) Not 1155 Bird St. Dear Dr. and Mrs. Simpson: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced loca.tion. 1. Extensively repaired and/or added to septic system without first securing a permit therefore from a health officer, 2. Putting into use a sewage disposal system without having it first inspected by the health officer and a certificate of inspection being issued. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. A CLEAN INDOOR AIR ENVIRONMENT FOR A HEALTHIER TOMORROW George and Beverly Simpson Page 2 May 10, 1993 If you have any' questions regarding this letter, please contact me at the above listed address or telephone number between 8:00 -10:00 a.m. weekdays. Very tr yours, Doug Fo 1, R.E.H.S. Division of Environmental Health DF/sg Attachment cc: Code Enforcement ./wilding Department Planning Department/D.S. 135-82B .PERMIT NO. r� PERMIT EXPIRES by y OWNER Patrick Proctor CONTR. Owner ASSESSOR PARCEL 27-081-25 ( LOCATION 7127 Upper Palermo Rd.,Paler. r t t • a c Temp. Power Pole Called PG&E Temp. Elea. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) I Ir Signature i �r M J = OK O = Not OK = Not Applicable MO B I LEHOM ES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTJ, =•TC. (Plans) C_ , Aceps h 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors - 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4, Wood Awn.; Posts-Beams-Rftrs.-Con nec.-Shthg.-Rfg. -Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns-Connections-Splice-Decal-Enc;os.res 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI _ Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date _ POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances _ 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed .7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5', Circulating Equip. -Pool Lghtg. Boxes- Enc losures- Pane Iboards- Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Y = OK = Not OK Not Applicable = Not Ready _ RESIDENTIAL_( ing.le and Duplex) � Date UNDERFLOOR Plans OK except#'s _Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 51. 52. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except #'s 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date _ Date Card -BI Date PLUMBING (Permit) OK except #'s 14. Water Ht.; Vent -Access -Combustion Air 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date 64. 65. Elec. Outlets at Wood Panel; Int. & Ext. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except #'s 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 70. 71. Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic F] Yes Guard Rails &Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size _ 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or AI, Insulated Neutral ❑Yes ❑No 75. Following instld.: Drive E] Yes ❑ No; Walks E] Yes ❑ No; Planters []Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit) OK except #'s 31. A.C. Ducts; Insulation & Support 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval _ 32. Vent Fan; Exhaust above Insulation 86, Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade _ 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI _ Date _ Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except #'s Comments at Final: 36. Sills; Proper Material & Anchors _ 37. 38. 39. _Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing__ Draft Stop in Walls (rat proof) _ 40. 41. 42. 43. 44. Fire Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing_ Hangers -Post Caps -Anchors -Connectors Cing. Joist-.14f-tr. Ties -Purl in -Roof Brac.-Truss-Shthng.-Rfnp. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _ 4_6. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: Anentrymust be made each time youvisit jobsite) V COUNTY OF BUTTE - DEPARTMENT OF PUBLICWORK 7 County Center Drive - Oroville, California 95965 - Telephone 916/5 -4541 ` APPLICATI. WAND PERMIT % PERMIT NO. n ASSESSOR PARCEL N MBER -z_d / — Z� ZONING �� BUILDING PERMIT ovX%p�E�R�7 r.,G�%�� `t //� SO. FT OCC. BUILDING VA�jLUhnION (/.-VV �F/P/�ROA���Qf1,/' 7�3/jE9Hof� OWNER'S MMAAILINV, P/ ZK/ P/ • �C�M ✓1V �i// CONTRACTOR'S NAME �V 4F TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDS UNKNOWN Total Valuation is 4,. 470 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ,S D ARCHITECT OR ENGIN ER LICENSE No. Plan Checking Fee $Z ' Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS �. Permit fee $ , % BUII�I/ _ADDRESS �P(//�� R� D �V- (,�% %� '/ Z PLUMBING PERMIT Filing Fee 10.00 �FNEp ,/Pn� �� Q �/' / Gt /" [.-(_-/7- Each Trap 2.00 Repair drainage or vent piping 5.00 Val Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome ❑ Other VAEP-/, .5T 5/71010 ECI FY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ installation[] Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 j Main service 100 AMP 00V OR ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.y) 22 sq ft OR ADDNS. ACC. BLDGS. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR I.Ou LET 2.50 ea N0 -RE SID, BRANCH CIRC ITS NEW CONSTR POWER APPARATUS S\ NON.RESID. (SINGLE OUTLET CIR. / Ex. Occup OUTLETS OR FIXTURES 50@25 IXED APPLNS. OR Ex. Occup.(OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIirig Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. N ilce to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agre ave, indemnify and keep h rmless the County of Butte against all liab' ties udgments, cos d exp uses which may in any wa accrue again said ou ty in ons uen of th ranting of this perm' , X _ Date 8� Signature f Applicant — OW er Contractor 1:1 Agent An OSHA permit is required fo excava ions over 5'0" deep and demolition or construct- ion of structures over 33 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 9 75 -occu P. GROUP TYPE of CONST. JPARCrLJ PO HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECT OF PUBLIC WORKS BY Date -3 Z— PE EXPIRES Date Receipt No. ✓ O 6� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Strong le ICBO ES PFC 5485, INSTALLATION GUIDE 2ND FLOOR INSTALLATION City of L.A. RR25427, N� GUIDE ON BACK! SBCCI 2207, DSA PA -110. STANDARD WALL SW18x8, x9 SW24x8, x9, x10, x12x6 SW32x8, x9, x10, x12x6 SW48x8, x9, x10, x12x6 GENERAL NOTES: GARAGE PORTAL WALL SW16x7x4, x7x6, x8x4, x8x6• SW22x7x4, x7x6, x8x4, x8x6 tv ; a `•' �/ i� � ��\ THIS IS A GUIDE FOR SIMPSON STRONG -TIE STRONG -WALL® SHEARWALLS AND TEMPLATES ONLY. See the current Simpson catalog or Strong -Wall structural detail pages at www.simpsonstrongwall.com for design information. INSTRUCTIONS TO THE INSTALLER: All specified fasteners must be installed according to the instructions in this installation guide and the current Simpson catalog. Incorrect fastener quantity, size, or type may cause a reduction in load capacity. Use proper safety equipment. oo. RAISED FLOOR WALL SW18x8-RF, x9 -RF SW24x8-RF, x9 -RF, x10 -RF SW32x8-RF, x9 -RF, x10 -RF SW48x8-RF, x9 -RF, x10 -RF I Keep walls covered to limit exposure to sun, min or snow. Sticker walls flat 3' o.c. max. to prevent warping and to keep dry in wetbr muddy conditions.' The building designer shall verify that these details are consistent %jith the complete load path requirements of the structurl. Toll Free: U.S.A. 800-999-5099 • Canada 800-465-1515 © Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 www.simpsonstrongwall.com Stronger :1e 0 • Choose the correct template required for proper bolt placement. Templates are the same width as a Strong -Wall. See current Simpson catalog for template selection chart. Templates and anchor bolts are sold separately. • Place two SSTB28 anchor bolts (SST1334 for 2 pour applications) and minimum 5/8" x 12" foundation bolts into template a maximum of 1" above template. • Secure with nuts. Exterior Wall Applications—SWT • Nail SWT template to 2x form board for Exterior perimeter form applications. • Set embed line of SSTB at top of finished concrete co 5/e^DI0. MUDSILL SST828 Panel Form Application-SWTPF • Nail SWTPF template to Panel Form systems when finished concrete is below top of form panel. • Attach to 1x4 or directly to form panels. • Set embed line of SSTB at top of finished concrete. 5/8' DIA. MUDSILL SSTB28 SSTB28 ANCHOR BOLT(TYR) 1 MM MmajoMLJOWL TOP OF SWTPF Interior Wall Applications—SWTI • Nail SWTI template to 2x4 for Interior applications. • Stake top edge of template to keep bolts vertical. • Set embed line of SSTB at top of finished concrete. • Interior templates may also be used at exterior walls by placing 2x4 on top of perimeter form boards. 5/e- DIA. MUDSILL SST828 ANCHOR BOLT fTYP1 45° 135°�90°�45° 135°. o 0° Plan View of SSTB Placement in Concrete Stemwall NOTE: 1. The height of the garage curb above the garage slab is critical. 2. See Garage Portal and Single Assembly instructions in this Installation Guide for curb height tables. 3. Allow 1%' minimum of concrete on either side of the template if the design is for a wood 1 st floor or 2nd floor application. 4. A raised.Floor Strong -Wall requires 1%2° concrete edge distance from any corner or door opening. 5. Foundation design by others. 6. See the current Simpson catalog for SSTB information. Toll Free: U.S.A. 800-999-5099 • Canada 800-465-1515 © Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 www.simpsonstrongwall.com Strong -Tie 0 ,:.r.A ••,..f :.'r ... h ^'i;.. ^"-.. "":.Y .. 't,,,,,E'T'r ice',;" °^ �' , T". �.. 'STWND�,yyARD . PiCii�T�►L .SILL = P i'�. 71 'ar'K'.r'�`.' ,r `� ._ .i..,.°�.i :` ,.:*.�:a' ""u (.t-. Y -..rte" P'r • Place Standard or Garage Portal Strong -Wall over the anchor bolts directly onto concrete. • Do not set on mudsill. • Adjust wall to chalk line. • Use a drill with a 3/8" nut driver to attach the Bearing Plates using SDS 1/4" x 2'/2" screws. • Install nut on 5/8" foundation bolt (not supplied.) • Attach Coupler Nut. Keep witness hole visible. • Install 7/8" all -thread rod into Coupler Nut and holdown. • Install plate washer and nut onto seat of the holdown. • Anchor bolt nuts should be finger -tight plus 1/3 to 1/2 turn with a wrench. Care should be taken to not over -torque the nut, which may lead to premature anchor bolt failure. SYi V�`i'iG I:ONNECTORS Opj Single Bearing Plate for 16", 18" and 22" Strong -Walls. a 0 o" Bearing Plate for each 5 foundation bolt provided ..0 3 for 24", 32" and 48" Strong -Walls. ;�"� � ' { r`: '� `��C.r"'�'��""t' �3 `Y:._'R. $' :mss. � ";.-_..� t' ' �.y`,.•p�i' s ,,�.�Re:.•• '� , ��i r,+. r ��% 7 r� x :A�,t • Install the subfloor sheathing. • Cut out subfloor 31/2" x 61/2" under end posts to accept required bearing plates. Bearing plates must be placed to extend 11/2" past end posts. • Set bearing plates directly on rim and blocking. Two 3/a" bearing plates for each end post are provided for 3/4" subfloor, additional bearing plates are sold separately for 11/8" subfloor. • Place Raised Floor Wall over all -thread rod and bearing plates, line up holes with holes in the Strong -Wall sill. • Adjust wall to chalk line. • Use a drill with a 3/8" nut driver to drive the pre-installed SDS 1/4" x 6" screws in the sill, down through the subfloor into the rim and blocking below. • Attach Coupler nut. Keep witness hole visible. • Install 7/8" threaded rod into Coupler nut and holdown. • Install plate washer and nut into seat of the holdown. NOTE: Bearing Plate under end post requires 1'/2" edge distance from any corner or door opening. Toll Free: U.S.A. 800-999-5099 • Canada 800-465-1515 © Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 www.simpsonstrongwall.com StrongTie '.oRs • Install 1 1/4" to 1 '/2" Rim Joist per plan. • Minimum length of rim at Strong -Wall to be 10' FACE OF I PRE-INSTALLED or fasten end of rim joist to perpendicular framing STRONG -WALL SDS v4 -x6' SCREWS with two A35 each end. PANEL • Use Simpson LTP4 to transfer shear from sill plate to rim joist per code (design by others.) • Sill plate and anchorage per code (design by others.) • Install Coupler nut onto SSTB anchor bolt. Keep witness hole visible. Il 1t/4° TO 1v2' • Extend 7/8" all -thread rod up 5" min. above the RIM JOISTi 1 floor sheathing. • All -thread rod only supplied for connection above �6 sill into the holdown. Length of all -thread rod SIMPSON LTP4 through floor system for 1st floor and 2nd floor (DESIGN BY - application must be determined by builder and OTHERS) ;• oe A..' DOUBLE RIM JOIST purchased separately. OR BLOCKING (SAME AS RIM JOIST) 'ao• o FOR JOISTS PERPENDICULAR TO RIM JOIST BELOW THE STRONG -WALL® SHEARWALL • Attach rim material blocking between joists. • Nail with 3 rows of 10d common nails or 16d sinkers, stagger at 3" o.c. horizontal. • 1 nail required for each lineal inch of block (14" block requires 14 nails.) • Provide 3 vertical squash blocks as shown below the post and bearing plate or 1 block on either side of a joist if it is under the post (cut blocks 1/16" taller than joist.) r� 61121; Squash Blocks �— 6112'— T_ t12' 1— ring Plates rovided ing Plates wided FOR JOISTS PARALLEL TO RIM JOIST BELOW THE STRONG -WALL® SHEARWALL • Place double rim .between couplers. • Nail double rim and add squash blocks per the instructions above. • Install perpendicular blocking minimum 24" o.c. under Strong -Wall. Use joist hangers if bearing length is less than code minimum. Toll Free: U.S.A. 800-999-5099 • Canada 800-465-1515 © Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 www.simpsonstrongwall.com ownPC gTie R15:e 0 =MMI]MI �W` `�LEI.L�ltCT1N5 Standard/Raised Floor Walls 4" maximum square cutout allowed in red area. Only one cutout per wall! Three 1" diameter holes predrilled in top plates — No additional holes allowed. t4°�- i 18" & 24" Wall T 12' 1 32" Wall T 12' 1 48" Wall T 17 1 Cae""�r Immmmmmmmil For all walls: 1" diameter maximum hole allowed in blue areas. Only one hole in member! Portal Wall 7/8" diameter maximum hole allowed in red area. Only one hole per wall! 16" & 22" Wall For interior wall locations: The direction the sheathing faces should be determined with input from the other trades. This may reduce the need for penetrations in the sheathing. ICBG ES PFC 5485, CityL.A. RR25427, SBCC1 2207, Colors on label are not on actual wall. DSA PA -110. Toll Free: U.S.A. 800-999-5099 • Canada 800-465-1515 © Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 www.simpsonstrongwall.com SIMPSON �,,..•`. "T - � $ ;a +'ate',, % � �,�'�,. r »`�;,...,s4 7r �. �,y'�" Y ei.�i,."-+.ti'"' v v:01 ±n TE LONNECInG 0 h" MAX - SHIM 10d commons or 16d sinkers FOR 1811, 24", 32" AND 48" WALLS • Align Standard or Raised Floor (RF) wall flush t to outside face of wall framing. —t Insert shim(s) provided (max. 7/8") as needed \� for local framing conditions. Use a drill with a 3/8" nut driver to drive the I\\I pre-installed SDS 1/4" x 6" screws up into the double top plates. Installs best with a low speed 1/2" right-angle drill. FOR 16" AND 22" GARAGE PORTAL WALLS • Place Garage Portal Strong -Wall with extended sheathing flush ° °° ° against header. (Header height must be 11 '/a" minimum for ° ° adequate shear nailing.) ° 00 • Portal walls may be installed with sheathing facing inside II ° ° or outside. ° \ Nall through sheathing and the metal U channel with 10d \0 IIcommon nails or 16d sinkers at each painted dot on the panel. I ° 110 ° P ° I NOTE: Shear transfer to framing above header to be I designed by others. • Use %2" shim provided between Strong -Wall and header if necessary for leveling. • Use a drill with a 3/8" nut driver to drive the pre-installed SDS 1/4" x 6" screws up into the header. Installs best with a low speed 1/2" right-angle drill. • Install (2) 10 ga. MST straps (provided) with (10) 10d common nails or 16d sinkers into the header and (10) into the post. • Plywood/OSB shim required behind MST strap for 4" Portal walls if the header is less than 3 %2" wide. NOTE: Install MST Strap at outside corners before attaching the return walls. 10d commons or 16d sinkers may uired Toll Free: U.S.A. 800-999-5099 • Canada 800-465-1515 © Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 www.simpsonstrongwall.com StrongTie 0 1 I I HEADER SIZE SHOULD BE WALL THICKNESS X 12' MIN. NOMINAL DEPTH LSTA24 STRAP (MIN.) AT BEAM TO POST ' STRONG -WALL B' MIN. 16' 4' MAX. • SHEARWALV o SUPPORT POST --- nwI o BY OTHERS cpm o 0 o O 0 d' I I \ H STHD10 CURB HOEDOWN (MIN.) COLUMN BASE \I DETAIL BY OTHERS • Install Portal Strong -Wall per Standard & Portal Sill and Header Connection instructions. • STHD10 and LSTA24 (design by others) are minimum requirements to achieve the allowable loads: • See the current Simpson catalog for STHD10 and LSTA24 information. • Portal walls may be installed with sheathing facing inside or outside. t GARAGE HEADER ROUGH OPENING HEIGHT i .. Model H CURB 'Without/2" Shim With 1/2' Shim SW16x7x4 SW16x7x6 6" 7'-0" 7'-01/2" 7" 7'-1" 7'-11/2" SW16x8x4 SW16x8x6 6" 8'-0" 8'-01/2" 7" _; _. - 8'-1" 8'-1 Yr'' Model H -CURB Without 1/2' Shim With 1/2'' Shim:. SW22x7x4 SW22x7x6 6" 7'-0" 7'-01/2" 7" 7'-1" 7'-11/2" SW22):8x4 SW22x8x6 6" 8'-0" :8'-01/2" 7" 8'-1" . _ ._ 8'-11/2° NOTE: Strong -Wall® Shearwalls have fixed heights. The height of the garage curb above the garage slab is critical to achieve the correct garage header rough opening height. *One 1/2" shim is provided with Portal walls. Toll Free: U.S.A. 800-999-5099 • Canada 800-465-1515 ©Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 www.simpsonstrongwall.com StronTie oanuuEcro�s ''. 0 t BEAM SPLICE SINGLE PORTAL SYSTEM DRAG TIE ACROSS BEAM SPLICE BY OTHERS • Install Portal Strong -Wall per Standard & Portal Sill Connection and Header Connection instructions. • Header may not be spliced over the center Strong -Wall. Header must extend to the outside edge of the Strong -Wall. GARAGE HEADER ROUGH OPENING HEIGHT Model H CURB Without 1/2" Shim ' With 1/2' Shim SW16x7x4 SW16x7x6 6" 7'-0" 7'-01/2° 7" 7'-1" 7'-11/2" SW16x8x4 SW16x8x6 6" 8'-0" 8'-01/2" r 7" 8'-1" 8'-11/2". Model H CURB Without 1/2' Shim: With 1/2' Shim: SW22x7x4 SW22x7x6 6" 7'-0" 7'-01/2' 7" 7'-1" 7'-11/2" SW22x8x4 ' SW22x8x6 6" 8'-0" 8'-01h" 7" 8'-1" 8'-11/2" NOTE: Strong -Wall® Shearwalls have fixed heights. The height of the garage curb above the garage slab is critical to achieve the correct garage header rough opening height. *One 1h" shim is provided with Portal walls. • Portal walls may be installed with sheathing facing inside or outside. • A single piece header (no camber) may be used across all 3 walls with no additional posts. • LTP4 and LSTA24 (design by others) are minimum requirements to achieve the allowable loads. • See the current Simpson catalog for LTP4 and LSTA24 information. IN COMPLIANCE WITH CALIFORNIA PROPOSITION 65 WARNING: This product con- tains chemicals known to the State of California to cause cancer, birth defects or other reproductive harm. Toll Free: U.S.A. 800-999-5099 • Canada 800-465-1515 © Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 www.simpsonstrongwall.com Mjug Lx �• c A b Strong -Tie t�UNECrOR.S 0 NEW! THE STRONG -WALL° SHEARWALL FOR 2ND FLOOR APPLICATIONS! After extensive full scale testing at our state-of-the-art Cyclic Test facility, Simpson Strong -Tie introduces the Strong -Wall® Shearwall for use on the second floor of two-story wood light -frame construction. Utilizing our new Simpson Takeup Device, (TUD), second floor applications achieve higher loads by maintaining wall stiffness and reducing wall deflection due to shrinkage or compression from gravity and lateral loading. Check our website www.simpsonstrongwall.com for structural details. r Toll Free: U:S.A. 800-999-5099 • Canada 800-465-1515 © Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 www.simpsonstrongwall.com Strong -Tie c�uecroRs �S� �14CaCEi,.:��NA `��" LINST14LLi4T�1ON For 2nd story applications, additional 1st floor installation procedures are required. • Second story Strong -Wall width must be the same as the first story. The height must be the same or less than the first story. • 7/8" diameter high strength ASTM A449 (or an approved equivalent) material if required, depending on load, shall include the anchor bolt, coupler nut, and all thread rod up into the 1 st floor holdown (purchase separately). • 7/8" diameter ASTM A36 all thread rod is required from 1 st floor holdown into 2nd story holdown. The length of all thread rod must be determined by builder and purchased separately. • Face nail the required additional 2x4(s) with Fcii Z 1350 psi, (see lower detail for specifics) to each first floor Strong -Wall end post w/10d common nails at 6" o.c. staggered. 2x4's shall be cut to fit snug at both top and bottom. • Complete installation per 2nd Floor Blocking and Sill installation information. II\ I \ 2ND FLOOR I \I I I STRONG -WALL \\IIS\ III \ I BEARING PLATES \JOIST FLOOR SHEATHING COUPLER . \ SQUASH BLOCKS f \\ - � IST OR SOLID �\ STRONG•WALL / BLOCKING SHEARWALL.' \ \ FIELD DRILL \ 1 / SHIPLATESBL ' TOP FOR �dLr \ ALL THREAD ROD mm I I \III 1 I 1 I PRE -DRILLED \, 1' HOLE \I I I 1 I \\ \ I REQUIRED STUD(S) PLTOP ATES \ ASTM A36 ALL ROD THREAD SECOND (1) 2x4 ALWAYS FLOOR WALL RE UI 1350 PSI (NOT PROVIDED) 1 I ® I COUPLER _ NUT &WASHER ADDITIONAL 2x4 REQUIRED• I ASTM A449 R �\ SHEA WALL / WITH Fp, >_ 1350 PSI I I HIGH STRENGTH FOR FOLLOWING WALLS: ALL THREAD ROD \ \ . SW32x8 m I (NOT PROVIDED) \ 1 / SW48x8 �I COUPLER OR SW48x9 HIGH STRENGTH COUPLER SW48x8-RF ( (NOT PROVIDED) I I SW48x9-RF II \ \\1� / SSTB28 (MIN.) OR FIRSTFLOOR I\ ASTM A449 HIGH STRENGTH STRONG -WALL ANCHOR BOLT ~ STANDARD OR (NOT PROVIDED) RAISEDDL OR MO *NOTE: This information is based solely on overturning, actual design loads may mean additional studs are required. Engineer of record should evaluate the compression forces and specify the number of studs and squash blocks. Toll Free: U.S.A. 800-999-5099 • Canada 800-465-1515 © Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 www.simpsonstrongwall.com ��d' �- Y.✓.:� tu�'^�t�^+a�t^"�'N`Ir<k �.. ,tib _ ,n -1f Y"� g-1°�jYiT�t wC .,��Y ;rr� {ry-.. �� 5' a Strong -Tie o�11NECroRS 0 • Face nail required additional 2x4 with Fcil > 1350 psi to the first floor Strong -Wall end post w/10d common nails at 6" o.c. staggered. 2x4 shall be cut to fit snug at both top and bottom. • Install DF #2 46 post or (3) 2x4's with Fcli >_ 1350 psi directly below Strong -Wall end post and bearing plate. • Attach Coupler nuts to SSTB foundation bolts and extend 7/8" all thread rod up 5" minimum above the 2nd story floor sheathing. • Complete installation per 2nd Floor Blocking and Sill installation information. NOTE: If the first floor is a wood floor joist system, squash blocks will be required below both the first floor post and Strong -Wall. Toll Free: U.S.A. 800-999-5099 • Canada 800-465-1515 © Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 www.simpsonstrongwall.com t ®. `10 o . The Engineer of record is responsible for first floor shear wall design. • Install DF #2 46 post or (3) 2x4's with Fcii >_ 1350 ps directly below each Strong -Wall end post and bearing plates. • Attach Coupler nuts to SSTB foundation bolts at 1 st floor and extend 7/8" all thread rod up 5" minimum above the 2nd story floor sheathing. • Complete installation per 2nd Floor Blocking and Sill installation information. \�►I�� I I Ali E �I �\ MO SHEARWALL• \ bw•o�ar-er 1 I I� \� IMPORTANT! When no portion of a first floor shear .wall occurs below the second floor Strong -Wall; the post, anchorage, and rod requirements shall be as specified by the engineer due to vertical irregularity. COUPLEF 2NDFLOR `I I 0 G_WALL \ A RIM JOIST / & BLOCKING DOUBLE TOP PLATES / ALL THREAD ROD TO SECOND _ FLOOR WALL (NOT PROVIDED) COUPLER SST828 (MIN.) (2)3.5 x6.5x3W BEARING PLATES / FLOOR SHEATHING SOUASH BLOCKS OR ~ SOLID BLOCKING N (3) 20's MINIMUM WITH Fp, >_ 1350 PSI OR 4X6 DFL 12 NOTE: If the first floor is a wood floor joist system, squash blocks will be required below both the first floor post. (3) 2A's MINIMUM WITH I'm >_ 1350 PSI OR 4X6 DFL #2 Toll Free: U.S.A. 800-999-5099 • Canada 800-465-1515 © Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDEO2 5/02 www.simpsonstrongwall.com StrongTie IIIIIIIIIIIIIIIIIIIIIIIIIIIII�CONN O �, N•rp%" 'j^ A.. \ > rA ''AT�1 eH,ti0t itT`3 AaGE®7 y rl Foundation anchorage requirements need special consideration due to the concentrated loads generated by Strong -Wall Shearwalls when used in 2 story applications. • Choose the correct template required for proper bolt placement. (See Template Installation information on the reverse.) • Place (2) 7/8" high strength ASTM A449 anchor bolts if required, depending on load, (design by others), and minimum 5/8" x 12" foundation bolts into template. • Set all bolts to extend 5" above Top of Concrete. • Secure with nuts. NOTE: The Engineer of record is responsible for concrete design. 5" ASTM A449 HIGH STRENGTH ALL THREAD ROD C'' 0 I oo • : 0 • o° p O O O 12" o ANCHOR o0 p BOLT • 1 0 Vh'to3"MIN. I'M% r12?1 OPTIONAL HIGH STRENGTH I 1 O O• COUPLER IF " o ASTM A449 2 PIECE ANCHOR '',12 (2,0 :a: o HIGH STRENGTH HEX HEAD BOLT 3° ° FOUNDATION �o-j i oO MIN, 12" 12" 3. FOUNDATION ASTM A449 HIGH STRENGTH HEX HEAD BOLT 1 O O• Obo '',12 (2,0 ; o 3° FOUNDATION IMPORTANT. Allow 1 1/2" minimum concrete edge distance for all first floor Strong -Walls. 3" minimum concrete edge distance required for the following first floor Strong -Walls: SW32x9 SW32x10 SW48x8 SW48x9 SW48x10 SW48x8-RF SW48x9-RF Toll Free: U.S.A. 800-999-5099 • Canada 800-465-1515 ©Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 www.simpsonstrongwall.com Stx..... Tie c�uNEcroas 0 • Install 1 1/4" to 1 1/2" Rim Joist per plan/code. • Minimum length of rim at Strong -Wall To be 10' or O fasten end of rim joist to perpendicular framing with STRONG -WALL PANEL ®2ND (2) A35 each end. FLOOR • Simpson LTP4 shear transfer from double top plate to rim joist per Code (design by others.) • Drill a 1" diameter hole through shim(s) and first floor double top plates to allow all thread rod to extend 1141TO1/V through floor system. RIM JOIST • Install Coupler nut onto all thread rod at first floor holdown. Keep witness hole visible. SI LTP4 (DESI (DESIGN BY • Extend 7/8" all thread rod up 5" min. above the OTHERS) floor sheathing. FIELD DRILL, • All -thread rod only supplied for connection above 1'HOLE sill into the holdown. Length of all -thread rod VHOLE PREDRILLED through floor system for list floor and 2nd floor FACE OF application must be determined by builder and STRONG -WALL separately. PANEpurchased FLOOR For Joists Perpendicular to Rim joist below Strong -Wall • Attach rim material blocking between joists. • Nail with 3 rows of 10d Common nails or 16d Sinkers, stagger at 3" o.c. horizontal. • 1 nail required for each lineal inch of block (14" block requires 14 nails.) • Provide 3 vertical squash blocks (minimum) as shown below the post and bearing plate or 1 block on either side of a joist if it is under the post (cut blocks 1/16" taller than joist.) NOTE: If the first floor is a wood floor joist system, the number of squash blocks required at the first floor may increase based on design loads. For Joists Parallel to Rim joist below Strong -Wall • Place double rim between couplers. Nail double rim and add squash blocks per instructions above. Install perpendicular blocking minimum 24" o.c. under Strong -Wall. Use joist hangers if bearing length less than code minimum. DOUBLE RIM JOIST OR BLOCKING (SAME AS RIM JOIST) SHIM ALL THREAD ROD - 02'--1 ng Plates vided 0�1 ng Plates vided Toll Free: U.S.A. 800-999-5099 • Canada 80045-15.15 © Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 www.simpsonstrongwall.com p. 4 4 � 4. t.. Y: �, w �:' '• 0. `i C. 1. 4. 4 ?.. SIMPSON,--2- N Qw_�'� F L'07 0, Strong�Tie77* c0!lINECrORS •, O • Install the subfloor sheathing. • Cut out subfloor 3 1/2" x 6 1/2" under end posts to accept required bearing plates. Bearing plates must be placed to extend 1 1/2" past end posts. • Set bearing plates directly on rim and blocking. (2) 3/8" bearing plates for each end post are provided for 3/4" subfloor, additional bearing plates are sold separately for 1 1/8" subfloor. • Place Raised Floor Wall over all thread rod and bearing plates, line up holes with holes in the Strong -Wall sill. • Adjust wall to chalk line. • Use a drill with 3/8" nut driver to drive the pre-installed SDS 1/4" x 6" screws in the sill, down through the subfloor into the rim and blocking below. • Attach Coupler nut. Keep witness hole visible. • Install 7/8" all thread rod into Coupler nut and holdown. • Install plate washer, SW-TUD1 KT if required (see installation information below) and nut into the holdown. • Tighten the nut, finger tight plus 1/3 to %2 turn, with a wrench. NOTE: For 2 story application, Bearing Plate and additional blocking under end post requires 1'/2" to 3" minimum edge distance from any corner. Strong -Tie OUt�trECTDR 5 0 TAKEUP. DEVICE SW-TUD1 KT • For Strong -Wall applications extend all thread rod 6" minimum above subfloor. • Install Coupler nut onto all thread rod. Keep witness hole visible. • Install plate washer provided with Strong -Wall onto seat of the holdown. • Undo retaining wires from Takeup Device. Do not remove pin until nut is installed. • Place Takeup Device either end up on plate washer with. activation pin facing out. • Drop allthread rod down through Takeup Device and attach to coupler nut. • Install plate washer provided with Takeup Device and then nut on top. • Tighten nut finger -tight plus 1/3 to 1/2 turn with a wrench. • Remove activation pin. Toll Free: U.S.A. 800-999-5099 • Canada 800-465-1515 www.simpsonstrongwall.com © Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 Str HEFTie L CONNECTORS • Align Raised Floor wall flush to outside face of wall framing. • Insert shim(s) provided (max. 7/8") as needed for local framing conditions. • Use a drill with 3/8" nut driver to drive the pre-installed ' SDS 1/4" x 6" screws up into the double top plates. Installs best with a low speed 1/2" drill. SI SIMPSON Stro Tie s SC> ��� '- I N 5, A °L � A ION y �. CONNECTORS -� �. • When framing conditions necessitate this application with either first or second floor Strong -Wall installations. See the current Simpson catalog for design information. • Attach HUSC46 to the Strong -Wall Shearwall. • Place header into the HUSC46. • Nail through the header into the Strong -Wall at the correct angle provided by the "Double Shear Nailing" feature. HUSC46 Typical Installation of HUSC46 Toll Free: U.S.A. 800-999-5099 • Canada 800-465-1515_ © Copyright 2002 Simpson Strong -Tie Company Inc. Form T-SWGUIDE02 5/02 www.simpsonstrongwall.com CDF FIRE SAFE REQUIREMENTS A P # 02,1 _�I — 0 qy PERMIT q-_3 NAME `i � Ko jgAJ Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and' made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards pq Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. 4 pq Grade. Not to exceed 16 percent unless paved. I Driveway Radius R 14 No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. Pq The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 T feet radius. x Pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the T center of the road. �1 Pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. Pq Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U Pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a . I driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates Pq 1. Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway'. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. T . T S Setback for Structure Defensible Space C [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [X] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. �✓ Other Requirements [�a} If Building Setback is 15 to 30 Feet: ✓ Class A roof R ✓ Enclosed eaves [XI If Building Setback is Less Than 15 Feet — E ✓ Class A roof with enclosed eaves and choose any 2 of the following: l`C/ ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials [l E M E N 08/31/2005 Darren Read Date Signature T C °1 Z O i Z 3z %tz 4 c1S_� 9 3 3 y bt BUTTS 0E-NUK•rY AtZ °z BUILDING DIVISION VED .60-,1 V1 O � .fl • .0-.b o `-� - a - o .fl C-4 0 MOONIM .0 m N r M O LO Cl O N O C O E 0 u - Y c m .601 v d �r � m d mz o :Lb - X f t- � _ 'x o z N 4 r °1 Z O i Z 3z %tz 4 c1S_� 9 3 3 y bt BUTTS 0E-NUK•rY AtZ °z BUILDING DIVISION VED .60-,1 V1 O � .fl • .0-.b o `-� - a - o .fl C-4 0 MOONIM .0 m N r M O LO Cl O N O C O E 0 u - Y c m 8/11/2005 LATERAL ANALYSIS WIND LOADING 7127 Upper Palermo Road Exposure= A ` Wind Speec 90M PH Ce 0-15 0.62 Pw= Ce"Cq'gs`lw 15-20 0.67 0-15 10.16 PSF 20-25 0.72 15-20 10.97 PSF Cg 1.30 20-25 11.79 PSF cls 12.60 " Iw 1.00 Tributary ht. of roof diaphragm SSIO wr= 79.77 P/LF O QR w2nd 86.32 PLF A SEISMIC LOADING C 59 Upper Length Lu 28 Ft __aj Width Wu 36 Ft p.AZLEI �9 Area 1,008 Sq Ft �'I p� CFCAL� Area Unit Wt.'otal weight Roof =Area x 20/ 1,008 16 16.128 Lbs Half -up ext wall=2(lu+Wu)/, 512 12 6144 Lbs Half -up int wall (Iu+Wu)/2 0 8 0 Lbs 22272 Lbs Base Shear Calculation Ca=.36Na V= (2.5 x Ca x 1.5' I ' W)/R' Na=1.50 - R= 5.50 = 0.245455 W 1= 1.00 P=1.00 V= 5466.764 Lbs W1.4= 3904.831 Lbs Unit Shear Transverse 28 3,905 139 PLF Longitudina 36 3,905 108 PLF Seismic forces govern. Wind load are roughly half of the computed el'snllc forces. f Distribution Wall Shear Widt Unit V Walls Line 1 1,952 5 390 Lbs SW,_ 22x8x4 Strong Wall Line 2 1,952 3 54 Lbs anchor bolt @32" O.C. 3,905 Walls Line A 1;952 25 78 Lbs anchor bolt @32" O.C. Line B 1,952 28 70 Lbs anchor bolt @32" O.C. 3,905 Garage girder Dead Load= 16 PSF Live Load= 20 PSF Tributary Width (14 -feet)= 14 Ft. Load per foot=W 504 Lbs 8/11/2005 7127 Upper Palermo Road Span=L 17 Ft. M= W*L2= 205,821 lbs -in . 8 . S= M= 206 1,000 Try 6"x 16" S= Suggest use Glulam Structural section. R Garage girder Dead Load= 16 PSF Live Load= 20 PSF Tributary Width (14 -feet)= 14 Ft. Load per foot=W 504 Lbs Span=L 12.50 Ft. M= W*L2= 118,125 lbs -in 8 S= M= 118.13 1,000 220 O.K. Try 61Ix 12" S= 121.23 O.K. �r- O O Q,: c. g s s� u C=L u 0 0X m Em-- DL �i d K d, OLd N d -cc OG OG V Z mal cQ F M .0 O.pp i Oqzh,- d �O ti's O� DL O r O O OL �r- O O Q,: c. g @BEAM SPLICE DRAG HE ACROSS BEAM SPLICE MST 31. w J 4 Z- l 6c( NAILS [----�-SINGLE PORTAL SYSTEM DOUBLE PORTAL SYSTEM LSTA STRAP (MIN. AT BEAM TO POST MIN. HEADER . 8' MIN. 16' 4" MAX. I (3)—LTP4 AT SUPPORT �! POST TO STRONG—WAIL I 16' 4" MAX. -- I POST / HFADER SUPPORT POST . _ I \ n COLUMN BASE / SINGLE 8c DOUBLE PORTAL ASSEMBLY �1RIO. N& WAI.I. fYP I GAS r. 1/2" SHIM IS PROVIDED WITH WALL, BUT IS ,NOT REQUIRED 4� I~ HEADER) NOTE: POSITION HEADER FLUSH AGAINST STRONG—WALL SHEATHING. SDS 1/4" X 6- SCREWS USE 3/e PLYWOOD/OSB SHIM UNDER STRAP WHEN HEADER IS 3-1/8 GLB 4' TOP OF WAI I' rnNNFrTint\i FIELD NAIL 1090 STRAP TO POST & HEADER WITH (10) IOd COMMON NAILS OR (10) t6d SINKER NAILS AT TOP AND BOTTOM OF EACH STRAP. AT HEADER, FIELD NAIL THRU SHEATHING AND METAL STRIP WITH Ibd COMMON NAILS OR 16d SINKERS Al' LOCAIIONS MARKED BY PAINTED DOTS TOP OF PANEL w -- ! o CD Q 0 0 J Z z o — a_ O 0 0 J (/1 W= O O O O � N HEADER (BY OTHERS) PANEL SHEATHING PERIMETER METAL U—CHANNEL TOP OF WALL CONNECTION FULL LENGTH GARAGE HEADER — MINIMUM SIZE SHALL BE: 6x12 DFL 5 1/8 x 12 GLB ALTERNATE HEADERS ALLOWED SEE ICBG ES PFC=5485 SECTION 2.2.5 GARAGE PORTAL HEADER BEAMS 10 ga. STRAP - SHEATHING TO HEADER SEE• DET. TOP PLATES OF STRONG -WALL . SDS1/4"x6" SCREWS 5:75" PORTAL WALL SECTION OTRON& WALT• fYP 1 GAL. GARAGE PORTAL SYSTEMS Garage Portal systems provide increased lateral resistance over site -built shearwalls in locations where space is at a premium. Portal walls shall be installed with a minimum 12" nominal deep header for adequate shear nailing. Because the portal walls and header are tested as a system, the resulting portal frame offers superior engineered performance over site -built walls. CODES: See page 8 for Code Listing Key Chart. SWMST STRAP (PROVIDED) (10 ga) WITH 10d NAILS OR 16d SINKERS. INSTALL ONLY TO FRAMING SIDE OF -PORTAL WALL. i HEADER SIZE r SHALL MATCH NOMINAL WALL li'_' THICKNESS X 12' \ I Wo MIN. NOMINAL DEPTH. Naming Scheme: SW16x7x4 Strong-WallJ T Width L Nominal Wall (in.) Thickness Nominal (in.) Height (ft.) 8" Min. for SSTB 6' if sternwall and footing are single pour and stemwall is 12' high max. from top of footing, not slab. GARAGE HEADER ROUGH OPENING HEIGHT M Model- H CURB t. '.Without 1/2" Shim %-With.1/2" SFiim is SW16x7x4 6" 7'-0" 7'-Oy" SW16x7x6 7" 7'-1" 7'-1}z" SW16x8x4. 6 ti?' 8'-W 8'_oi" 'SW16x8x6 ;7., { 8_-1" " "8'-1}2" Nludsillfi SW22x7x4 6" 7'-0' 7'-0}Z" SW22x7x6 7 7'-l" 7'-1y" SW22x8z4 .(in) ,8 -0".I. ,;v t 8 -p}?^ SW22x8x6 7!1 y i 8'-:1' ,�v•,t t, g' 1Yz° 1. The height of the garage curb above the garage slab is critical. 2. One 1/2" shim is provided with Garage Portal walls. DOUBLE WALL GARAGE PORTAL 22" Garage Portal SIMPSON H t tt+.•/ o, 16" Garage Portal Check ourwebsite to'request y mstallation guide or structural details ;t sInrww.strongde:com NOTE: The Engineer of Record is responsible for concrete design. CURB 10d NAILS 'Number of OR 16d SINKERS Holdown2 r W �I 3" o.c. T� Wall VERTICAL Model No.> " ,i 4''o. c. HORIZONTAL T ,Fasteners in Nludsillfi Anchor Shear Vioad HEADER SIZE S_ hear V: _ Weight SHALL MATCH (in) NOMINAL WALL .(in) `Top of Wall THICKNESS X 12" Bolts, (sieaiw MIN. NOMINAL -Load ... Obs) DEPTH. H t tt+.•/ o, 16" Garage Portal Check ourwebsite to'request y mstallation guide or structural details ;t sInrww.strongde:com NOTE: The Engineer of Record is responsible for concrete design. CURB 1. For plywood shear panel, add "P" to model name (e.g. SW24x8P), and multiply the table loads by 0.88. 2. For two -pour bolted applications, use the SSTB34. 3. Recommended header moisture content is 19% or less at time of installation. 4. A double wall garage portal system consists of 2 walls with a header spanning over the top and connected as shown. 5. SW16 and SW22 walls may be combined. The capacity of the combined system shall be the sum of the "Single Wall Garage Portal" capacities. 32 6. Recommended minimum 5/8' x 12" mudsill anchor. 7. The minimum header sizes listed are the minimum required for lateral rigidity of the portal system. Larger headers may be required due to vertical loading. 8. Portal walls may be installed with sheathing facing inside or outside. 9. Maximum shim height between Strong -Wall Portal Walls and header is 1/2". Shims of greateflhickness will result in load reductions. 10. See allowable vertical load table, page 31 for Strong -Wali maximum overturning. 0 U S v > 1 'Number of Number of Holdown2 Allowable Drift at Allowable +t - Wall f ' Model No.> W H T ,Fasteners in Nludsillfi Anchor Shear Vioad Allowable S_ hear V: _ Weight Corte (in) (in)", .(in) `Top of Wall t Bolts, (lb) for*Portaf Shear V , -Load ... Obs) Ref.' ^, ' `Anchors Systems ,(in),`(Iblft) SW16x7x4 16 78 4 8-SDS'/4x6 2-% 2-SSTB28 2800 .367 1050 90 34, 60, .101 SW16x7x6 16- 78. .53/4 8-SDS'/4xI3 ; ..,.2-5/s 2-SSTB28 2800 ,-.367'. "' 1050 .112 . .SW16x8x4 ' 16 90..: 4- 8'-SDSI/4x6 ,,' 2-`5/8 2-SSTB28 2490 `_; ' .420 '':' 935 '95 _ • . 34 SW16x8x6 16 90 -53/4 '8-SDS?/4x6 .. -..2-% 2-SSTB28 2490 - >:.420` .... i- '935 120 SW22x7x4 22 78 4 10-SDSI/4x6 2-5/a 2-SSTB28 4820 .369 1315 95 .ZW.,22x7x6 22- 78"59'4!'10=SDS1/4x6- "�2-5/e 2-SST'B28^11 4820 �.3B9 1315 117 34, 60, 101 -SW22x8x4 22- 90 i '" 4 ^ 10-SDS'/4x6 ' 2-% 2-SSTB28' 3990 .446 ;1090 - ' 105 34 SW22x8x6 22 90 53/4 410-SDS'/4x6: 25/3 2-SSTB28 3990 -.:446, T090. '. 130':. 1. For plywood shear panel, add "P" to model name (e.g. SW24x8P), and multiply the table loads by 0.88. 2. For two -pour bolted applications, use the SSTB34. 3. Recommended header moisture content is 19% or less at time of installation. 4. A double wall garage portal system consists of 2 walls with a header spanning over the top and connected as shown. 5. SW16 and SW22 walls may be combined. The capacity of the combined system shall be the sum of the "Single Wall Garage Portal" capacities. 32 6. Recommended minimum 5/8' x 12" mudsill anchor. 7. The minimum header sizes listed are the minimum required for lateral rigidity of the portal system. Larger headers may be required due to vertical loading. 8. Portal walls may be installed with sheathing facing inside or outside. 9. Maximum shim height between Strong -Wall Portal Walls and header is 1/2". Shims of greateflhickness will result in load reductions. 10. See allowable vertical load table, page 31 for Strong -Wali maximum overturning. 0 U S v SIMPSON :TVPs; Detail 1 -Single Wall Garage Portal w )4'�Y� ye.T 1. Beam to support post and support post to foundationIj!I�� uplift connectors may be reduced where justified by calculations.,//I ` 2. This detail reflects lateral load requirements of a Single f•. Wall Portal system. It is the designer's responsibility to provide a complete load path for all loads in accordance with the governing codes. •"' 3. Longer header spans can be accommodated if larger headers are used such that equivalent stiffness is equal to or greater than that provided by the minimum header and maximum length indicated. 4. STHD10 and LSTA24 (design by others) are minimum requirements to achieve the allowable loads. �1I�iI,w ;t, a *VCheck our -website to request �." \ f."ainstallationwulde or.structurA, etails • �`"�� �;��"wu tst o'gUe com�R �,��� ''��, U O U Detail 2 - Single and Double Wall Garage Portal 1. Beam to support post and support post to foundation - uplift connectors may be reduced where justified by calculations. 2. This detail reflects lateral load requirements of a Single and Double Wall Portal system. It is the designer's responsibility to provide a complete load path for all loads in accordance with the governing codes.. 3. System rating equals the sum of the Single and Double Wall Portal values. 4. Alternate Installation: A single piece header (no camber) may be substituted for the two headers shown above. The design rating for this condition ' may then be evaluated as the sum of the individual wall (pier) ratings. Individual.wall (pier) ratings for this condition may be taken as half of their Double .Wall Portal values. 5. Longer header spans can be accommodated if larger headers are used such that equivalent stiffness is equal to or greater than that provided by the minimum header and maximum length indicated. . 6. LTP4 and LSTA24 (design by others) are minimum requirements to achieve the allowable loads. SINGLE WALL GARAGE PORTAL' HEADER SIZE SHALL MATCH NOMINAL WALL THICKNESS X 17 MIN. NOMINAL DEPTH,'- LSTA24 STRAP (MIN.) AT BEAM TO POST 8' MIN. 16' 4' MAX. SUPPORTPOST "II 0". BY OTHERS 4t to T STHD10 CURB HOLDOWN (MIN.) COLUMN BASE DETAIL' BY OTHERS t BEAM SPLICE �— SINGLE PORTAL SYSTEM ��`_� ORAO nE ACROSS BEAM SPLICE BY OTHERS CODES: See page 8 for • Code Listing Key Chart. I.ror plywooa snear panel, add 'P" to model name (e.g. SW24x8P), and 6. The minimum header sizes listed are the minimum required for lateral rigidity ,multiply loads by 0.88. of the portal system. Larger headers may be required due to vertical loading. 2. For two -pour applications, use the SSTB34. 7. Portal walls may be installed with sheathing facing inside or outside. 3. Recommended header moisture content is 19% or less at time of installation. B.Maximum shirt) height between Strong -Wall Portal Walls and header is 1/2°. 4.A single wall garage portal system consists of 1 wall with a header spanning Shims of greater thickness will result in load reductions, - over the too and connected as shown. 9.See allowable vertical load table, page 31 for Strong -Wall 5. Recommended minimum 5/8" x 12' mudsill anchor. maximum overturning. The building 1•consistentcomplete1.1 path requirements of the structure. --- 33 I .ry6%i'y;7ir }; , 'z`i< Y �► H T Number of} Number of �F#` Ailowable Shear ' Drift at Allovuable Wall` F i -Model ;tr No. (in) (in) `(in) Fasten rslin Mudsill,' *4HoldownT V Load (Ibs) ;Allowable Anchor Bolts Shear V VVetght Code y } Top of II Anchors 6 # for�Portall Shear V Load : (Ibs) I- '{Ref ti ,�".� rr ,t aU-_System (in) (Ib/ft) �"i tt.•:.} 1 _ - .X i.1. r -F ..}... K.: t _iZ2•.: i'4 }-I._...� _ - .;tk, ����..�£ - •-. SW16x7x4 16 78 4 8-SDS'/4x6 2-5/a STB28 1460 .348 1095 90 SW16x7x6 16 78 53/4 8-SDST/4x6 -5/s 2-SSTB28 1460 .348 1095 112 SW15x8x4 16 90 4i:8-SDS'/4x6' ` ` 2- "2-SSTB28? 7 aau 1245 .420 - 935 95" SW16x8x6 16 90 53/4 z8-SDS'/4x6; ' ' -5/s ` 442-SSTB28, ^ 1245 .420' 935 120.' SW22x7x4 22 78 4 ll -SDS? 2-% 2-SSTB28 2190 .396 1195 95 34 'SW22x7x6 22 78 53/4 10-SDS'/4x6 2-5/a SSTB28 2190- .396 1 1195 117 SW22x8x4 22 90 • 4 _i .:10-SDS'/4x6'. ' :.2-5/e';; '" 2- T828 i '• H" -1995 "_L.446 1 1090 SW22x8x6 22 90 53/4' 10-SDS1/4x6 `'.,2-5/a_( 7-2=SS 2811 1 `c: 1995+ 446 1090 -1301' CODES: See page 8 for • Code Listing Key Chart. I.ror plywooa snear panel, add 'P" to model name (e.g. SW24x8P), and 6. The minimum header sizes listed are the minimum required for lateral rigidity ,multiply loads by 0.88. of the portal system. Larger headers may be required due to vertical loading. 2. For two -pour applications, use the SSTB34. 7. Portal walls may be installed with sheathing facing inside or outside. 3. Recommended header moisture content is 19% or less at time of installation. B.Maximum shirt) height between Strong -Wall Portal Walls and header is 1/2°. 4.A single wall garage portal system consists of 1 wall with a header spanning Shims of greater thickness will result in load reductions, - over the too and connected as shown. 9.See allowable vertical load table, page 31 for Strong -Wall 5. Recommended minimum 5/8" x 12' mudsill anchor. maximum overturning. The building 1•consistentcomplete1.1 path requirements of the structure. --- 33 RAISED FLOOR - 1st FLOOR WITHOUT SIMPSON TAKEUP DEVICE (TUD) Model No. W (in) H (in) T (in) Number of Fasteners in Top of Wall Number ofDrift Fasteners m Bottom; of Wall '. Holdown2 Anchor. Bolts at 'Allowable Allowable Shear Load (lb) Shear (in) Allowable ShearV Load (lb/ft) Wall Weight (lbs) Code Ref. SW18x8-RF 18 93X, 3y 9-SDSy4x6 13-SDSy4x6 2-SSTB28 835 .423 557 85 85 SW24x8-RF 24 98y, 3y 12-SDSy4x6 16-SDSyx6 2-SSTB28 1260 .427 630 91 91 SW32x8-RF 32 93y, 3y 16-SDSy4x6 20-SDSy4x6 2-SSTB28 1900 .409 712 116 116 SW48x8-RF 48 93y 3y 24-SDSyx6 28-SDSyx6 2-SSTB28 3570 .421 892 149 149 SW18x9-RF 18 105y, 3y 9-SDSyx6 13-SDSyx6 2-SST1328 710 .399 475 94 94 SW24x9-FIF 24 105y, 3y 12-SDSyx6 16-SDSy4x6 2-SSTB28•, 1010 .420 506 101 34 SW32x9-RF 32 105y 3y 16-SDSy4x6 20-SDSyx6 .'.2-SSTB28 1685 .430 632 128 128 SW48x9-RF 48 105y 3y 24-SDSyx6 28-SDSy4x6 2-SST628 3085 .435 771 165 165 SW24x10-RF 24 117y, 3y 12-SDSy4x6 16-SDSyx6 2-SSTB28 985 .425 493 111 111 SW32x10-RF 32 117y, 3y 16-SDSy4x6 20-SDSyx6 2-SSTB28 1640 .504 616 134 134 SW48x10-RF 48 117y, 3y 24-SDS/,x6 28-SDSyx6 2-SSTB28 2675 .434 669 171 171 RAISED FLOOR - 2nd FLOOR WITHOUT SIMPSON TAKEUP DEVICE (TUD) Model No. W (in) H (in) T (in) Number of, Fasteners in Top of Wall Number of Fasteners in Bottom of Wall Holdown3 Anchor. Allowable Shear Load (Ib) _Drift at Allowable Shear V (in) Allowable Shear Load (Ib/ft) Wall " Weight t lbs Code Ref. SW18x8-RF 18 931/4 31/2 9-SDS'/4x6 13-SDS'/4x6 7/8" ATR 735 .319 489 85 SW24x8-RF SW24x8-RF 24 931/4 31/2 12-SDSY4x6 16-SDSY4x6 7/8" ATR 1 1105 .388 553 91 SW32x8-RF SW32x8-RF 32 931/4 31/2 16-SDS'/4x6 20-SDS'/4x6 7/8" ATR 1480 .398 556 116 SW48x8-RF SW48x8-RF 48 931/4 31/2 24-SDSY4x6 28-SDS'/4x6 7/8" ATR 2790 .429 697 149 SW18x9-RF SW18x9-RF 18 1051/4 3Y2 9-SDSY4x6 13-SDSY4x6 7/8"ATR 620. :.318 413 94 SW24x9-RF SW24x9-RF'_ 24 1051/4 31/2 12-SDS'/4x6 16-SDS'/4x6 7/8" ATR 960 337 481 101 34 SW32x9-RF 32 1051/4 31/2 16-SDS'/4x6 20-SDSYax6 7/8" ATR ': 1420 .406 532 128 SW48x9-RF SW48x9-RF 48 1051/4 3Y2 24-SDS'/4x6 28,-SDS'/4x6 7/8" ATR 2395 .447 599 165 SW24x10-RF SW24x10-RF 24 1171/4 31/2 12-SDS'/4x6 16.-SDS'/4x6 7/8" ATR 850 .333 424 111 SW32x10-RF SW32x10-RF 32 1171/4 31/2 16-SDSYax6 20-SDS'/4x6 7/8" ATR 1400 .49 526 134 SW48x10-RF SW48x10-RF 48 1171/. 31/2 24 -SD SYax6 28-SDS1/4x6 7/8" ATR 2115 .437 528 171 RAISED FLOOR - 2nd FLOOR WITH SIMPSON TAKEUP DEVICE (TUD) Model No.. W (in) H (in) T' (in) Number of' Fasteners in Top of Wall Number of Fasteners in Bottom of Wall Holdown3;°. Anchor Drift at - Allowable Allowable Shear V.' Shear Load (Ib) (in) Allowable Shear Load (Ib/ft) Wall Weight (lbs) . Code Ref. SW18x8-RF 18 93y, 3y 9-SDSyx6 13-SDSy4x6 7/8" ATR & SW-TUDIKT 830 .377 555 1 85 SW24x8-RF 24 93y, 3y 12-SDSy4x6 16-SDSy4x6 7/8" ATR & SW-TUDIKT 1.320 .409 662 91 SW32x8-RF 32 93y, 3y 16-SDSy4x6 20-SDSy4x6 7/8" ATR & SW-TUDIKT 2010 .507 753 116 SW48x8-RF 48 93y 3y 24-SDSy4x6 28-SDSyx6 7/8" ATR & SW-TUDIKT 3760 .450 939 149 SW18x9-RF 18 105y, 3y 9-SDSy4x6 13-SDSyx6, 7/8"ATR&SW-TUD1KT 720 .349 477 94 SW24x9-RF 24 105y 3y 12-SDSy4x6 16-SDSy4x6 7/8" ATR & SW-TUDIKT 1130 - .398 565 101 34 SW32x9-RF 32 105y, 3y 16-SDSy4x6 20-SDSyx6 7/8" ATR & SW-TUDIKT 1750' .430 657 128 SW48x9-RF 48 105y, 3y 24-SDSy4x6 28-SDSyx6 7/8" ATR & SW -TU DIKT 3160 .478 790 165, SW24x10-RF 24 117y 3y 12-SDSy4x6 16-SDSyx6 7/8' ATR & SW-TUDIKT 980 .388 491 111 SW32x10-RF 32 117y, 3y 16-SDSy4x6 I 20-SDSy4x6 7/8"ATR & SW-TUDIKT 1520 .419 570 134 SW48x10-RF 48 117y, 3y 24-SDSyx6 I 28-SDSyx6 7/8' ATR & SW-TUDIKT 2740 .466 686 1 171 1. For plywood shear panel, add "P" to model name (e.g. SW24813), and multiply the table loads by 0.88. 2. For two -pour applications, use SSTB34. See SST8 anchor baits for allowable loads and installation. Alternate 7/e" diameter anchorage may be required depending on load. 3. All thread rod not supplied with Raised Floor walls. Minimum ASTM A307 required. Engineer of record must specify if high strength all -thread rod is required, depending on load. SIMPSON SU=gm,0 CODES: See page 8 for Code Listing Key Chart. 4. SW-TUD1 KT required to achieve 2nd floor table loads with TUD. Not supplied with Raised Floor walls. 5.AII Raised Floor walls require 11l or 3" end distance from corner for end post bearing plate. See details available on website. 6.Maximum shim height between Strong -Wall and top plates or header is 1/8'. Shims of greater thickness will result in load reductions. 7. See allowable vertical load table, page 31 for Strong -Wall maximum overturning. The building designer shall verify that these details are consistent with the complete load path requirements of the structure. V 0 - I STRONG WALL CONCRETE TEMPLATES Strong Wally Width :Strong -Wall Template Model No: 'Model fq „(in)` ;Exterior Interior Panel Form SW16x7x4 kYl :Co=1.0 Co=1.25 Ce=1.33',' SW76x7x6 16 SWT16 SWTI16 SWTPF16 SWl6x8x4 N/A N/A 19100 N/A SW16x8x6 8325 SW22x7x4, 8x4 SW16x7x6; 8x6 fv; 10700 5e SW_18x8 SW18x9 a. ��t SWT18 5•�.. SWTI76 SWTPF18 SW22x7x4 rb 8325 a tSW220x6;86,, SW18x8,9 6100 •SW22x7x6 22 SWT22 SWTI22 SWTPF22 SW22x8x4 10790 SW24x8,9,10 `:SW32x8.9,10' T tr 6100 SW22x8x6 2955 3690 13000r tSnt 142.70 SW24x8 110790 . ;`SW48x8,9;10 SW24x12x6 9920 SW24x9 F`x 7 r all 3525 16200 N/A S SW24x10.`;A -24 SWT24 SWTI24 SWTPF24 rSW24x12x6� 6185 16200: yv 5280 <�.: pe,. w j 5520 SW32x8 :SW48z12x6'11 { SW32x9 32 SWT32 SWT132 SWTPF32 SW32x10 SW32x12x6 �SW48x8 4 X SW48x9Y SWT48 SWT148 SWTPF48' SW48x i iz,t } 'SW48x12x6 NJ . SWT Exterior Template (for 2x Form Boards) Jr alf�L➢4 ` l 1'/:' OR 3 `I FOR -RF WALLS - r• ''-� g FOR 3x SILL 1'k' OR 3' FOR -RF WALLS 5" SWT Exterior Template (for 2x Form Boards, Raised Floor installation) 1. The height of the garage curb above the garage slab is critical. 1 W OR 3• 2. See Garage Portal page for curb height tables.- - FOR -RF 3. Raised Floor Strong -Wall' Shearwalls require 1+/2" or 3"i - �y wnus 1w r Q,. FOR RF WALLS of concrete on either side. Allow 11/2" or 3" of concrete on either side of the template if the design is for a wood 1st floor or 2nd floor application.VON* ; 4. For RF Raised Floor walls, use the corresponding Standard 5 b"_ r `{5"- �n } i Strong -Wall` Shearwall template as required.:MO. 5. Tem lates are recommended and are re uired in some jurisdictions. FOR 3z SILL f- 6. Foundation design by others. TOP of TOF of �J 7. Templates are the same for 4" or 6" thick walls. CONCRETE� s OR .- coucRFTF FOR 3 3.a SILL � OR LL SSTB34 135°• SSTB28 OR's k . Plan View of SWTI Interior Template SSTS34 ` SSTB Placement t. in Concrete Stemwall (for 2x4 above concrete) SWTPF Template .... • o" (for Plywood Panel Forms) ALLOWABLE VERTICAL LOADS (Ibs) Wv,Strong Wall''` _`C1 TCo=1.0 Template must be set in for , C4. , -RF walls.f3 Ii See footnote 3. kYl 5" SWT Exterior Template (for 2x Form Boards, Raised Floor installation) 1. The height of the garage curb above the garage slab is critical. 1 W OR 3• 2. See Garage Portal page for curb height tables.- - FOR -RF 3. Raised Floor Strong -Wall' Shearwalls require 1+/2" or 3"i - �y wnus 1w r Q,. FOR RF WALLS of concrete on either side. Allow 11/2" or 3" of concrete on either side of the template if the design is for a wood 1st floor or 2nd floor application.VON* ; 4. For RF Raised Floor walls, use the corresponding Standard 5 b"_ r `{5"- �n } i Strong -Wall` Shearwall template as required.:MO. 5. Tem lates are recommended and are re uired in some jurisdictions. FOR 3z SILL f- 6. Foundation design by others. TOP of TOF of �J 7. Templates are the same for 4" or 6" thick walls. CONCRETE� s OR .- coucRFTF FOR 3 3.a SILL � OR LL SSTB34 135°• SSTB28 OR's k . Plan View of SWTI Interior Template SSTS34 ` SSTB Placement t. in Concrete Stemwall (for 2x4 above concrete) SWTPF Template .... • o" (for Plywood Panel Forms) ALLOWABLE VERTICAL LOADS (Ibs) Wv,Strong Wall''` _`C1 TCo=1.0 C2, C3 • C4. 'Cp=10 :Co=1.0 Co=1.25 Ce=1.33',' ;Co=1.0; 'Cp=1:25 C6=1:33; SW16x7x4,8x4 7100 N/A N/A N/A 19100 N/A N/A 8325 SW22x7x4, 8x4 SW16x7x6; 8x6 fv; 10700 5e N/A .t- N/A'- N/A 30500 "r z N/A N/A4 rb 8325 a tSW220x6;86,, SW18x8,9 6100 N/A 1685 2105 13300 N/A N/A 10790 SW24x8,9,10 `:SW32x8.9,10' T tr 6100 4160 2955 3690 13000r tSnt 142.70 1 4620 110790 . ;`SW48x8,9;10 SW24x12x6 9920 N/A 2820 3525 16200 N/A N/A 1 10 90 SW32x12&- 9920 z-:: 6765. 4945 6185 16200: yv 5280 <�.: pe,. w j 5520 10790 s :SW48z12x6'11 { These allowable vertical loads are intended to aid the user in correctly implementing the Strong -Wall" Shearwall into the load path of the structure. Load combinations that tend to cause compression can be limited by perpendicular to grain interface issues, by buckling of the vertical members or by the bending and shear capacity of the combined top plates. Loads that result in net uplift in the boundary posts are limited by the value T1 shown in the table. 1. For RF Raised Floor walls, use the corresponding standard Strong -Wall° Shearwall values. C1 = Max. compressive force applied over end post. tCheck ou�w bsite to:" C2 = Max. compressive force applied over interior post. 5.. C3 = Max, compressive force applied to top plates between studs. a request risI lation gultie C4 = Max. compressive force in end post due to load from above 4j a or structural details ,, Voil (Cl) and'overturning. 1, WWNLStrOn9tiecoIn � 'y C5 = Max. compressive force in interior post. r . ti, • i;T1 = Max. allowable tension force in The building designer shall verify that these details are consistent with the complete load path requirements of the structure. Request our Anchor Systems Catalog for complete information. Simpson Strong -Tie now offers two types of high-strength adhesive anchoring cartridge systems. Epoxy -Tie adhesives are two -component, low -odor, 1:1 ratio, 100% solids epoxy based adhesives. Simpson's new Acrylic -Tie is a two -component, 10:1 ratio, acrylic based adhesive. Acrylic -Tie's innovative chemistry allows easy dispensing, cure at temperatures down to 03 F, as well as fast cure at temperatures at or above 403F. Both systems feature simultaneous dispensing of resin and hardener/initiator through a static mixing nozzle (except SET -PAC). APPLICATION: • Surfaces to receive adhesive should be clean. For epoxy products, the base material temperature must be 403 F or above at the time of application.. For best results the adhesive should be 70-804 F at the time of application. For Acrylic -Tie the base material must be 03F or above at the time of installation. To warm cold epoxy cartridges before use, place them in a uniformly heated area for a sufficient time to allow epoxy to warm completely. Do not immerse the cartridges in water to facilitate warming. Mixed epoxy material in the nozzle can harden in 5-7 min. at 406 F. Mixed epoxy material can harden in SET -PAC or the nozzle in 5-7 min. INSTALLATION (Epoxy -Tie and Acrylic -Tie): • Drill hole to specified diameter and depth. Always wear safety glasses. Remove dust from the hole with ail -free compressed air. Clean with nylon brush and blow out remaining dust. Dust left in the hole will reduce the adhesive's holding capacity. Before using, dispense a bead of adhesive off to the side to check for proper mixing, indicated by a uniform gray color. Fill hole halfway, starting from the bottom of the hole to avoid air pockets. Withdraw nozzle as hole fills up. Anchors must be clean and oil -free. Insert anchor, turning slowly until the anchor hits the bottom of the hole. Do not disturb during cure time. CODES: ICBO ER -5279 (SET); ER74945 (ET); ER -5791 (AT); City of L.A. RR 25279 (SET); RR25185 and RR 25120 (ET); RR 25459 (AT); SBCCI 9706 (SET); 94145 (ET). Tension and Shear Loads for Threaded Rod Anchors in Concrete Rod l SET/ET Drill Dia. Bit Dia in. in. 3/6 1/2 i i 1 M. 3/4 3/4 7/8 I 7/6 1 1 11% 1 11/4 1 13/6 Cure Time Base Drill Bit Material 0' F 25; F 40` F 60'F 80'F 100*F' Temp Min AT 24 hrs 8 hrs 4 hrs 1 hr 25 min 20 min SET - -. 72 hrs 24 hrs 20 hrs 16 hrs ET - - 72 hrs 24 hrs 24 hrs 12 hrs Sill Plate Shear Loads (SEVEVAT) Based on Concrete Edge Distance 1. The allowable load for the anchor will be the lesser of the wood bearing capacity or concrete strength. Tension Loads for Threaded Rod Anchors in Concrete Foundation Stemwall Installation SIMPSON Stud Drill Bit Min' Min Wall Min Min Allow. Stud Drill Min Edge En Avg. Ult Shear Dia fc>_2000 psi Embed DiBitst 'Did st Shear Load Dist Dia (100) (133) - - Load Pc>_ 1,145 5A 3/4 10 1 6 1 194 2000 psi Load Applied.Parallel to Concrete Edge 1h 5/e 41/4 1 13/a 1 81h � 8496 2125 %. 3/4 5 1 13/a 1 10 1 8857 1 2215 1. The allowable load for the anchor will be the lesser of the wood bearing capacity or concrete strength. Tension Loads for Threaded Rod Anchors in Concrete Foundation Stemwall Installation SIMPSON Stud Drill Bit Min' Min Wall Min Min Avg Ult Allowable Tension Load Dia Dia Embed Thick- Edge End ension fc>_2000 psi Allow. lbs. Allow. lbs. Allow. lbs.. gess Dist Dist Load (100) (133) - - 3,362 SET 1,145 5A 3/4 10 1 6 1 194 1 5 123000 5750 7665 7/6 1 15 1 8 1 13/4 1 5 133600 8400 11200 - - 5,252 ET 1,750 5� 3/4 91/2 6 13/4 51107201268003565 4,425 15,368 3,840 12 6 13/4 5 16160 7/8 121h 8 194 5 ' 17000 - 1 151/2 8 19'4 5 23340 AT Drill Bit Dia. in. Embed. Depth th Tension Load Based on Bond Strength, Pc >='2000 psi Concrete Shear load as on Conc.Edge Load Based;' on Steel Strength A307 9? (SAE 1018) in. SET . ET AT Distance Shear Tension Ave. Ult. lbs. Allow. lbs. Ave. Ult. lbs. Allow. lbs. 'Ave. Ult. lbs. Allow. lbs. Allow. lbs. Allow. lbs.. Allow. lbs. 13/4 1,900 475 - - 3,362 840 1,145 7/,c 31fz 10,200 2,550 8,777 2,195 8,937 2,235 1,385 1,085 2,105 41/2 10,613 2,655 - - 10,411 2,605 1,385 21/6 -7,216. 1,805 - - 5,252 1,315 1,750 /16 41/4 41/4 17,700 4,425 15,368 3,840 16,668 4,165 2,500. 1,930 3,750 6 18,556 4,640 - 19,182 .1 4,795 1 2,500 21/2 6,780 1,695 - - 8,495 1 2,125 3,605 11/,8 5 26,700 6,680 22,877 5,720 - - 3,925 51/2 - - - - 26,025 6,505 3,925 3,025 5,875 93/8 33,402 8,350 - - 31,683 7,920 3,925 33/8 15,456 .3,865 - - 12,991 3,250 '5,090 13/16 63/4 42,100 10,525 35,459 8;865 37,616. 9,405 5,090 4,360 ;8,460 111/4 47,634 .11,910 - - 42,381 10,595 5,090 37% 19,120 4,780 - - 14,206 3,550 6,870 1 73/4 49,160 12,290 43,596 10,900 42,848 10,710 7,720 5,925 11,500 131% 66,679 16,670 - - 55,148 13,785 7,720 41h 20,076 5,020 - - 20,797 5200, 7,630 11/,6 9 60,060 '15,015 47,333 11,835 60,504 15,125 8,465 7,740 15,025 15 82,401 20,600 82,529 20,630 8,465 5% 35,858 8,965 - 1 - 32,368 8,090 12,595 15/16 111/4 77,045 19,260 78,748 19,685 72,363 18,090 16,145 12,100'1 23,490 183/4 122,681 30,670 - I - 1126,500 31,625 1 16,440 1.The allowable tension loads based on bond strength and the allowable shear loads based on concrete edge distance are based on a safety factor of 4.0. 2. The allowable tension load is the lesser of the allowable load based on bond strength and the allowable load based on steel strength. 3. The allowable shear load is the lesser of the allowable load based on concrete edge distance and the allowable load based on steel strength. 4.The allowable loads may be increased by 33 1/3 percent for short-term loading due to wind or seismic forces with no further increase allowed. 34 5. Anchors are permitted to be used within fire -resistive construction, provided the anchors resist wind or seismic loads only. For use in Edge and end distances for threaded rod in concrete slab comer condition /-6. or a.,/ ' '0 Edge and end distances for threaded rod in concrete stemwall corner installation . 10, 22 & 56 oz SET 5,8, 13 & 30 oz AT fire -resistive construction, the anchors can also be permitted to be used to resist gravity loads, provided special consideration has been given to fire exposure conditions. 6. Anchors are not permitted to resist tension forces in overhead or wall installations unless proper consideration is given to fire -exposure and elevated temperature conditions. 7.The tabled values are for concrete edge distance of 1% x embedment and spacing of 4 x embedment. 8.See the Simpson Anchor Systems catalog for reduced edge distance and reduced spacing requirements, allowable load adjustment for temperature and other important information. B Extensive SSTB testing has been done to determine the design load capacity r at a common application, the garage stem wall. Design loads are based on the 31/2" No. lowest ultimate, from a series of five tests, with a three -times safety factor. SSTB is 12% 13640 4420. 4780 1850 SPECIAL FEATURES: •Rolled threads for higher tensile capacity. SSTBL is SM." sI Offset angle reduces side -bursting, provides more concrete cover. - 11h• s i Stamped embedment line aids installation. - SSTB16 6 Configuration results in minimum rebar interference. (others t MATERIAL: ASTM A36 similar) 8 INSTALLATION: • SSTB is used for monolithic and two -pour installations. SSTB20 z Nuts and washers are not supplied with the SSTB; install U.S. Patent of block standard nuts, couplers and/or washers as required. 5,317,850 'h'DIA REINFORCED CONCRETE FOUNDATION le — Install SSTB before the concrete pour using an MKP or AnchorMate (see 1 s 28 /4 32700 X�S10100 j,i!; 6385 - 4815_ page 13). Install the SSTB diagonally at approximately 45" from the wall. °Iain. Install one #4 rebar 3' to 5" (may be foundation rebar) from the top of .,._, the foundation. " o • The SSTB does not need to be tied to the rebar. 'fi Minimum concrete compression strength is 2500 psi. Unless noted otherwise, no special inspection is required for foundation,concrete when the structural design is based on concrete no greater than 2500 psi (UBC Section 1701.5.1 and IBC Section 1704.4). Unless'otherwise noted, do NOT install where: (a) a horizontal cold joint exists within the embedment depth between the slab and foundation Wall or footing beneath, unless -provisions are made to transfer the load, or the slab is designed to-fesist the load imposed by the, anchor; or (b) slabs are poured over concrete block foundation walls. • Use 90% of the table load for 2000 psi concrete. REINFORCED CONCRETE BLOCK • Before concrete pour, install diagonally at approx. 45" in the cell. • Horizontal #4 rebar (minimum 56" long)—approx. one rebar 12" from the top and two rebars approx. 28" from the top. Vertical #4 rebar (minimum 24" long)—install with maximum 24" D.C. spacing. Grout all cells with minimum 2000 psi concrete. Vibrate the grout per the 1997 Uniform Building Code, section 2104.6.2. OPTIONS: Available in hot -dip galvanized; consult factory. CODES: See page 8 for Code Listing Key Chart, SELECTION GUIDE Model 2x, 3x, 2-2x Sill Plates Mono Pour •Two Pour: No. PHD21 17% 12% 13640 4420. 4780 1850 HD2A SSTB20 sI LTT20B SSTB16 SSTB20 LTT131 SSTB24 6 HTT16 in second 205/e 1 16439 1 5175 4780 1850 HD5A SSTB28. 8 PHOS' SSTB20 .SSTB?4-, MTT28B -8 of block HTT22 .281/4 ' 32700 r 00100; at a 6385 ; .4815 'h'DIA HDC5/22 SSTB24 — HDC5/4 1 s 28 /4 32700 X�S10100 j,i!; 6385 - 4815_ 131-ID61... °Iain. PHD8' .,._, ,HD6A ': " o HDBA;". 'fi HD10A • , SSTB28 SSTB34`' .: r ,:.HDQ8' c 'HDC10/22 + HDC10/4' 1.SSTBL models are recommended for PHD and HDQ8 holdowns on 2-2x and 3x sill plates. 2. No cold joint within embedment depth unless pro visions are made to transfer the load. 3.The design engineer may specify an alter nate anchorage system, provided the anchor diameter is the same. MIT M. Identification on the bolt EMBEDMENT head showing LINE embedmenti embedment 6 angle and 4' r'E ' , model. ,• SLAB y #4 Rebar ENT Ie EFFECTIVE M COLD EMBEDMENT • JOINT s trs + + yr .i:�ijRl q O'NE' . Al Two Pour Installation (SSTB20, 24 and 34)' TYPICAL PLAN VIEWS OF REBAR INSTALLATION 'I PLACE `i DIAGONAL v' o;I o IN CORNER APPLICATION 12'MIN.FOR ¢ ',5'DIA. SSTB - LOCATE "I '•' FOR FULL APPROX.a5 TABLE LOAD FROM WALL _ iL s\... MIN. a dW N J +¢ mQ xm N W K i '"" ""'" Continuous Corner Installation Stemwall Typical SSTB Installation with mudsill and holdown 1=y' +ccQ x w MIN. 4135' MIN, V End Wall (Note 4) Model- Stemwall No ,Width Mm Aug �.�Allowable Tension Load (133) ` Dia Length Embed xUltt Concrete° Concrete +i Concrete 8",CMU' Ie Concrete ('c – 2500 psi 8; CMU Block a tx Blot End': Code"`, Ref. ; SSTB16 6 Minimumone 17% 12% 13640 4420. 4780 1850 i SSTB20 sI #4 rebar 21 Me 165/8 14745 4600 4780 1850 ri_F SSTB24 6 s/e in second 205/e 1 16439 1 5175 4780 1850 23, 94 SSTB28. 8 %. 291/.4 32700 10100 -ilK 6385 i '4815: SSTB34 -8 of block '34?/4 _= .281/4 ' 32700 r 00100; at a 6385 ; .4815 'h'DIA SST1336 81-367/8 - /4 � _ . 36 /s 1 Model- Stemwall No ,Width Mm Aug �.�Allowable Tension Load (133) ` Dia Length Embed xUltt Concrete° Concrete +i Concrete 8",CMU' Ie Concrete ('c – 2500 psi 8; CMU Block a tx Blot End': Code"`, Ref. ; SSTB16 6 % 17% 12% 13640 4420. 4780 1850 Stemwall SSTB20 6 % 21 Me 165/8 14745 4600 4780 1850 ri_F SSTB24 6 s/e 255/e 205/e 1 16439 1 5175 4780 1850 23, 94 SSTB28. 8 %. 291/.4 32700 10100 -ilK 6385 i '4815: SSTB34 -8 1/4`: '34?/4 _= .281/4 ' 32700 r 00100; at a 6385 ; .4815 'h'DIA SST1336 81-367/8 - /4 � _ . 36 /s 1 1 s 28 /4 32700 X�S10100 j,i!; 6385 - 4815_ 1. Loads may not be increased for short-term loading. Loads apply to earthquake and wind loading. 2. Minimum anchor center -to -center spacing is 2le for anchors acting in tension at the same time for full load 3. The SSTB was tested in a stem wall with a minimum amount of concrete cover. 4. Maximum allowable load is 8150 lbs. for SSTB28, 18 34 and 36 when used 5' from the end of a concrete foundation. Use full table load when installed 24" from the end or installed in a corner condition (see illustration). 5. Connection is limited by the lowest of bolt or holdown capacity 6. PHD and HTT minimum end distance is 41/a". 7.Order the SSTBL models for longer thread length (51/2' ex. SSTB24L. SSTBL and SSTB loads are the same. 8.SSTB34 has 41/2" of UTread and SSTB36 has 61/2'. These two models are not available in SSTBL versions. Typical SSTB Installation in Grouted Concrete Block 45'. 135/60�45 '135 - t r r 'Placement fia Plan View of SSTB in Concrete o' Stemwall U vI t3%• MIN. EDGE DISTANCE ri_F i ' I •. e 1. 14 REBAR 6'MIN. 'h'DIA SSTB °Iain. Typical SSTB o> " o Installation U Rogers's Palermo Project. 7/25/2005 Structural Calculation Main (arage QROFE�SStO Total Dead Load= 16 P5F �Y ��,jt S. D,9�-.•..4. Live Load= 20 P --)F •, 4 Tributary \Vidth (16 -feet)-' 16 Ft. No. C 54059 Load per foot =\V 576 Lbs Exp.:(/ Span=L 16.5 Ft. Ivy= \V'L^2.12= 235224 in -Lbs 0FCALIF04 �= M/1000= 235.22` Use 6" x 16" 5= 220.23 un safe Member too big try (�LuLam ALternate (;arage Total Dead Load= 16 P --)f Live Load= 20 P5F Total. Dead Load and Live Load= 36 P_ 5F Tributary \Vidth (16 -feet)= 16 Ft. . Load per foot =\V 576 Lbs . Span=L Ivy= \V'L^2'12= 62424 in -Lbs 8 5= M= 62.424 1000 needs 4'k 12" 5= 77.15 safe Palermo PPrI IFr.T CA W B DeGUTA (d) ASSOCIATES 2004.2 Allowable Stress Design NOTE: LOAD TABLE F1 BEAM 3.50 X 11.250 GL2250Fb-1.5E 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE (1). OTHER LOAD CASES THE VERTICAL LOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LOADING. DEFLECTION LIMITATIONS, FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) METHODS, WIND AND SEISMIC BRACING, AND OTHER LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TOLOAD THE RESPONSIBILITY OF THE PROJECT ENGINEER FT -IN -SX FT -IN -SX OR ARCHITECT. UNIFORM ROOF LIVE TOP 160 PLF 00-00-00 16-06-00 2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DEAD TOP 128 PLF 00-00-00 16-06-00 LATERAL STABILITY. UNIFORM BEAM WEIGHT 11 PLF 00-00-00 16-06-00 3. DO NOT CUT, NOTCH OR DRILL GANG -LAM. 4. SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: 5. VERIFY DIMENSIONS BEFORE CUTTING ' GANG -LAM TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L -P ENGINEERED WOOD PRODUCTS. 6. THIS GANG -LAM IS TO BE USED AS A USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG -LAM LVL OR LPI JOISTS IS ROOF BEAM ONLY, STRICTLY PROHIBITED. ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW MAKE PROVISION FOR ADEQUATE DRAINAGE. BY A DESIGN PROFESSIONAL. 7. PROVIDE COMPRESSION EDGE BRACING AT EACH END OF COMPONENT. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE GANG -LAM LVL BEAM AS DESIGNED. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. SUPPORT REACTIONS (LBS): CASE B E A R I N G N U M B E R 1 2 1 2469 2469 2 1149 1149 MIN BEARING SIZES (IN -SX). 3- 0 3- 0 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.40" 0.50" *DEAD LOAD 0.53" TOTAL LOAD 0.75" 1.08" ANCHOR GANG -LAM LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS THIS COMPONENT MEETS CODE ALLOWED DEFLECTION CRITERIA; CALCULATED DEFLECTION EXCEEDS 3/4" AND SHOULD BE REVIEWED BY PROJECT DESIGNER FOR ADEQUACY. GANG -LAM LVL ROOF BEAMS ARE MANUFACTURED WITHOUT CAMBER, THEREFORE, IN ADDITION TO COMPLYING WITH THE DEFLECTION LIMITS OF LOCAL BUILDING CODES, OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATED BY THE PROJECT ENGINEER OR ARCHITECT SUCH AS PONDING, CRACKING AND AESTHETICS. (POSITIVE DRAINAGE IS ESSENTIAL) DESIGN CRITERIA : LIVE LOAD DEAD LOAD TOTAL LOAD MSI: 0.71 VSI: 0.29 = 20 PSF 16 PSP = 36 PSF LDF ROOF LEFT SPAN CARR. 14.00•FT 1.00 ROOF RIGHT SPAN CARR. 2.00 FT 0.90 0.90 DEFLECTION CRITERIA LIVE LOAD DEFL: L / 240 • TOTAL LOAD DEFL: L / 180 12 0 F- 11.250 11.2500 3.500 CROSS SECTION. 16- 6- 0 THIS DRAWING IS NOT TO SCALE CODE COMPLIANCES i REPORT If ICBO ER -5004 CCMC 11518-R N.Y. CITY MEA 97-94-E WISCONSIN 200124-W L.A. City RR 25167 NER 622 HUD MR 1214D S• No. C 54059 Exp.:/'; ".V- o elm Handling 8 Erection Miscellaneous Information Gang -Lam LVL and CTR, LPI Joist Specifications Software Provided By: 07/25/05 ICBO LP Engineered Wood Products Temporary and permanent bracing for holding component The use of this component shall be speafied by the designer of the ' Supports and connections for Gang -Lam LVL and CTR, LPI Joists to be plumb and for resisting lateral forces shall be designed and complete structure. Obtain all the necessary code compliance approval and specific applications. - 2706 Highway 421 North installed by others. No loads are to be applied to the instructions from the designers of the complete structure before using this ' Common nails driven parallel to glue lines shall be spaced a minimum of 4" for 10d Wilmington, NC 28401 component until after all the framing and fastening are component. If the design criteria listed above does not meet local building and 3• for ad. Local 910.762.9878 completed. At no time shall loads greater than design loads code requirements, do not use this design. When this drawing is signed ' Do not cut, notch, drill or alter Gang -Lam LVL and CTR, LPI Joists except as shown National Wets 800.999.9105 be applied to the component. and sealed, the structural design is approved as shown in this drawing based on data provided by the customer. Gang -Lam LVL and CTR. LPI joists are made without camber and will deflect under load. Wood in direct contact with concrete must be protected as required by code. Continuous in published material from LP any use of Gang -Lam LVL and CTR, LPI Joists contrary to the limits set forth hereon,negates any express warranty of the product and LP disclaims all implied warranties including the implied warranties of merchantability and fitness for a particular use. '. Design Criteria The design and material specified are in substantial conformity with the latest revisions of NDS and AITC. " lateral support Is assumed (wall, floor beam, etc.). LP does not provide DWG # Dead load deflection Includes adjustment factor for veep. on-site inspection. This drawing must have an Architect's or Engineer's seal • A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR Total load deflection is Instantaneous. affixed to be considered an Engineering document. SHEET # LP is a registered trademark of Louisiana-Pacific Corporation. File: CAWood-E Design!2004.21woode.spx Page 1 LOUISIANA-PACIFIC CORPORATION / WOOD -E DESIGN 2004.2 07/25/05 16:55:05 WARNING *** THIS DESIGN IS VALID FOR.THE PROJECT NAMED BELOW (JOB ID) ONLY *** WOOD -E DESIGN 2004.2 EXPIRES ON 12/31/2005.•LP WILL MAKE AVAILABLE TO ALL REGISTERED USERS AN UPDATED VERSION OF THE WOOD -E DESIGN SOFTWARE IN THE CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITH CHANGING BUILDING CODES, INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. COMPANY: W B DeGUTA @ ASSOCIATES F,RS• t) . JOB ID: Palermo PROJECT STATE: CA CODE: ICBO No. C 54059 PRODUCT: 1 -PLY 3.500" X 11.250" GANG -LAM LVL 2250Fb 1.5E Exp.:(_ DESIGN CRITERIA FOR ROOF -BEAM (UNFACTORED LOADS) Op L O ----------------------------- LIVE DEAD SPAN (L) SPAN (R) ALLOWABLE ALLOWABLE (PSF) (PSF) CARRIED CARRIED SLOPE LOADING LL DEFLECT TL DEFLECT ----- --------------------- ----- ------- ---------- ---------- 20 16 14.000' 2.000' 0.00 TOP L/240 L/180 .SPAN CARRIED IS NOT CONTINUOUS. MAXIMUM ALLOWED LIVE LOAD DEFLECTION IS 0.500" ALLOWABLE / WORKING STRESS -DESIGN DATA DEFLECTION ----------- --------------------------------------------------------------- REACTION MOMENT SHEAR LIVE LOAD TOTAL LOAD- ACTUAL 2469 9878 2151 0.403 0.754 ALLOWABLE 13942 -7481 0.500 1:083 STRESS INDICES 0.708 0.288 L/484 L/259 LOAD CASE 0 1 .1 1 1 **** THE :REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS. **** FOR DEFLECTION, L IS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. NOTES *** COMPRESSION EDGE BRACING REQUIRED AT EACH END OF COMPONENT. STRUCTURAL GEOMETRY ------------------- SPAN 1 16.500' TOTAL SPAN: 16.50 FT . Page 2 LOAD PATTERNS (UNFACTORED LOADS) ------------- CASE SPAN SHAPE TYPE SOURCE Wl .W2 X1',(FT) X2 (FT) +ALL 1 UNIF DEAD ROOF 128.0 PLF 0.000 16.500 +ALL 1- UNIF WEIGHT BEAM 11.3 PLF 0.000 16.500 +1 1 UNIF LIVE ROOF 160.0 PLF 0.000 .16:500 +2 1 UNIF LIVE ROOF, 0.0 PLF 0.000 16.500 + INDICATES LOAD IS BASED ON SPAN CARRIED AND INPUT LIVE OR DEAD LOAD PSF. SECTION FORCES CASE MOMENT (FT -LBS) SHEAR (LBS) ----------- LDF -------------= ---- --------------- 1 9878 2151 1.00 2 4597 1001 0.90. UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN.DESIGNING CONNECTOR ----- --------------------------=------------------------------------------- REACTIONS FOR TOTAL LOADS ----------7-------------- CASE BRG#1 BRG#2 QROS�IO S. 1 2469 2469 • 2 1149 1149 No. C 54059 Exp.:, REACTIONS FOR DEAD LOAD - - ----------------------- 9 CML CASE BRG#1 BRG#2 CA 1 1149 1149 2 1149 1149 ,. REACTIONS FOR LIVE LOAD ----------------------- CASE BRG#1 8RG#2 1 1320 1320 2 0 0 V MINIMUM BEARING SIZES (IN) -------------------------- BRG# 1 BRG# 2 3.00 3.00 LIVE LOAD DEFLECTION TOTAL LOAD DEFLECTION DEAD LOAD DEFLECTION CASE SPAN, ACTUAL ALLOW. L/? ACTUAL ALLOW., L/? INSTANT LONG-TERM ------- ------------ --------- 1 ------ ------ -=--- 1 0.403. 0.500 484 ------ 0.754 ------ ----- 1.083 259 2 1 0.000 0.500 0.351 1.083 556 0.351 0.526 .Page 3 ***'* FOR DEAD LOAD.DEFLECTION'DATA SEE LOAD CASE 2 **** **** TOTAL LOAD DEFLECTION SHOWN IS INSTANTANEOUS. **** **** FOR DEFLECTION, L IS DEFINED AS THE DESIGN SPAN LENGTH OR, TWICE THE LENGTH FOR CANTILEVERS. STRESS INDICES CASE MSI VSI 1 0.708 0.288 2 0.366 0.149 SLENDERNESS RATIO = 3.21 LIMIT = 10 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES.• YOU ARE SOLELY RES.PONSIBLE.FOR ERRORS RESULTING FROM INCORRECT INPUT. THIS PROGRAM IS A DESI TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE"IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR. UNCERTAINTIES, PLEASE CONTACT LP. THIS COMPONENT DESIGN IS SPECIFICALLY FOR LPENGINEERED WOOD PRODUCTS.' USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG -LAM LVL', OR LPI -JOISTS IS STRICTLY PROHIBITED. LP IS'A TRADEMARK OF LOUISIANA-PACIFIC CORPORATION fxp C,54059 .: •7. � 9��F CALt�� MiTek Industries, Inc. Western Division 3140 Gold Camp Drive, Suite 140 Rancho Cordova, CA 95670 1-800-772-5351 doss LUMBER HARDWARI 5321 EASTSIDE ROAD REDDING, CA 96001 PHONE: (53D) 244-0700 FAX; (530) 244-3329 TRUSS ENGINEERING a LAYOUT Client_AVOAN CONST Location PAL E R M O I. D. No.pg 2 3 3 Date: 7- 5 -nS— Job Info 6ARAG E WARNING: DO NOT CUT OR ALTER TRU r n -m C'OU�V1 � TRUSSES REQUIRE EXTREME CARE IN H DEPART ERECTION AND BRACING. R 0 V SEE HIB -91 SUMMARY SHEET COMMENTARY AND 105 SE 124Th Avenue Vancouver, Washington 98684 RECOMMENDATIONS FOR HANDLING, INSTALLING & Phone: (5W) 449-3840 y BRACING METAL PLATE CONNECTED WOOD TRUSSES Fax (530) 449-3953 I.C.B.O. RESEACH NO. ER -4922 - NER-OA275 VIV\J/ d VVZI VO 40 r.M. A MUSS LUMtJtt lCompany- Cu stomer tI oress 11cb: P8233 Scale: Fit Date: 6/30/20051 - T!-.,... Lnz S2 .10 I !Job Trues Truce T'y'pe IOiy plPply DAYOAN CONST.- ijt71B607 -- AD BO9TON HIP _ � 2 I Job Reference jopilonal) Pn233I. �- Knee Lumber, R-dding, Cs 8,100 s Sop 17 2004 MITek Industries, Inc. Thu Jun 30 14.SB.232009 Pape 1 i -'2� I •- e.o-g 2.0.0 gag 3)110 COD j 1 611.7 111.7 1,SX4 1: 1,5.d II 1.6.4 a 1.5X4 u 15ata II 1.5.4 II 1.5x4 II t,Svs II 6 10 13 id t 5 5X8 = 30_4_: f 24 20 26 2.4 11 1_11.5.4 )Tl --141;'144` t,5.a II 1.Sta II _ X137 SXB = 19 _ 32 20 23 21 28 22 3X10 - 1.e = 294 11 BL 8 24)0 Saels - 1:53.6 -. 6.94 _ .�._...t4,0a I ..._ ,e,,.�... 1..._._. .. --za4-0 -t Baia St t-7 S t t-7 6-<f0 Plate OMsets (X, ): 13:0-24.0-2.811119;0.24.0-2-81. (23:0479,04-8 LOADING (pan SPACING2.0-0 CSI DEFL in floc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.16 TC 0.52 Ven(LL) -0.20 23 X999 360 Wr20 220/195 (Roof Snow -20,0) Lumberincrease 1.15 BC 0.37 Ven(TL) -0.35 23 -06A 180 TCDL 7.0 Rep Stress Incr NO WB 0,32 Horz(TL) 0,06 20 n1a n/a BCLL BGDL 0,0- Code UB.C971ANSI95 (Maidit) Wlnd(LL) 0.13 23 >999 240 Weight; 314 lb LUMBER BRACING TOP CHORD 2 X x OF No.1 &Btr G TOP CMORD Sheathed or 5-9-9 oc punlns. BOT CHORD 2 X 6 OF No.1&Btr G BOT CHORD Rigid toiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Stud/Std G JOINTS 1 Broca at JI(s): 11, S. 7, 12, 16 OTHERS 2 X d OF Slud/Std G REACTIONS (Ib/size) 2=2136/05.8, 20=2135/03.8 Max Horz2=48(load case B) Max UDIitt2a432(load case 7), 20=-d32(load case B) Max Grer2=2197(11caa case 2), 20=2196(load case 3) FORCES (Ib) - Maximum Compression/Madmum Tension TOP CHORD 1-Z=0165, 2.29--5675/1020, 3-29=-5x49/986. 3-30=-100/0, 4-30m.32/0,4-6=-30119. 63d-44/93, 8-10=-7721. 13-14e-22/0, 14-15-.29156.15-17=-33/27,17-31G-32/0. 1931=101/0, 19-32--5447/980,20-32=.6673/1020.20-21=0165. 3-33=6463/1276, 553=-6463/1276, 6.7=-6485/1277, 7-9=$166/1277, 9-11 c{d65/1277, 11.12--6465/1277. 12-16=6466/1277, 16-18=-846r)11277,18-36=-6463/1276,19-34--6463/1278 BOT CHORD 2,24=-970/532x, 24-25=976/5251, 25-26=976/5261, 23-26r-97615251, 23.27=-918/5249, 27-28=-916/5249, 22-28=-918/5249,20.22=-912/5322 WEBS 3.24-01775.19-22=0/775,3-23=-310/1433, 11.23--1038/300, 19-23=412/1436, 8-9=-5361188, 6-7-.26/48. 4-5--,01114. 12-14=-247!76, 15.16c-128!43, 17.18-9/121 NOTES 1) 2 -ply truss to Oa connected together witn 0.131'x3- Nails as follows: Top chords connected as fotlowa: 2 X 4 - 1 now at 0.9-0 oz. Bottom chords connected as follows: 2 X 6 - 2 rows Bt 0-9-0 oc, Webs connected as follows: 2 X 4 - 1 row at (3-9.0 OC. 2) All loads are considered equally applied to all pilots, except If noted as front (F) or back (6) face In the LOAD CASE(S) aectlon, Ply to ply connections have been provided to disuibute only loads noted es (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-98; a5mph; h=20k: TCDL=4.20s1: BCDL=4.2osf; Category If: Exp B; enclosed: MWFRS gable and zona; cantilever led and right exposed ; end vertical loft and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 4) Truss dealgned for wind loads in the plane at the truss only. For studs exposed to wind (normal to the face), sea MITak 'Standard Gable End Detail' 5) Unbalanced ano.r beds have been considered for this design, 6) Overhang has been design for 2.00 times live bad + dead load. 7gg) Provide e adequate drainage to prevent wetar ponding. C� Unuled on pegs Z at 1-4-0 oc, 0 WAWMM - VwW d..rpr1 so-ra~b. and RiM )UMM ON Me AND DMLVosv WM AtVESIMM! PAO& MU -7d73 e6PUAt Va6 Design valid [or use Only %An Mlfett connecion. Tnis design Is bos.d only upon parafneryn srovm. and i1 for on Indbltlud Oullmng companenl. Aoptcaailily of design puCmenlen ono pnaper %GolpII011on of component E rvspnnJb�7iry of dh0ingg de:lpne!- nol Iru:s dmloner. 6ocing shawn Is for btmal suppon 01 IndMAuol web memben only. Addillonal lefnpoary brining to inter. siabtiBy duAnp conshueFon is the mspomlbl0ly of 1110 ereclor. Addillonm pe0nonenl bracing of Iti ovanall flruclure 16 the respoASWI fiN OI the building deSIOPer, rpr general guidance rcoording lobdcmlon, guollry control, storage. d.nvary, et'eclron Ona txocing. eonsull WdSI/rPtf GuaRly CAI.ea, eSe.47 and BCSII Bulldlnp COMOMWrif Solely, Inormallan a.ailoble glom inns Plate Insmulo. SB3 DOrobio Drive, Noditon, col $5719. July 1,2005 7777 0-.b..k Lena (1 Suite 100 Clrb M.Aghe, CA. 9 910 < MW Job Tru Pe233 AD BOSTON HIP 2 a Snap 17 2004 MITek Industries, Inc. Thu Jun R171650 NOTES 9) This truss has been designed for a 10.0 pat botmm chord live load nommncurrent with any other Ifve loads. 10) A plate rating reduction of 20% has been applied for the green lumber members, 11) Design assumes 02 (flet orientation) purlins at oc spacing Indicated, fastened to truss TC w/ 2-10d nails. 12) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load($) 34910 down and 1351b up at 9.0.0, 174lb down and 561b up at 10-0.12. 1741b down and 5610 up at 12-0-12, 17a1b down and 6811b up at 14-0-1, 1741b doom and 561b up at 15-114. and 1741b sawn and 561b up at 17-11•d, and 3dglb down and 13510 up at 19-114 on top chord, and 4151b do -n and 231b up at 8.0.0, 971b down at 10.0-12. 971b down at 12-0.12, Witt down at 14-0.0, 9710 down at 15.11-4, and 971b down et 17-114. and 4151b down and 231b up at 19-11-4 on bottom chord. The deslgn/selenlon of such special connection devics(s) Is the responsibility of others. LOAD CASE(f3) Standard 1) Snow: lumber Increase= 1.16, Pule Increase= 1. 15 Uniform Loads (plf) Verl: 2.20=-14, 1-3=54, 3-10=-54, 13.19=5d, 19.21=-54, 9-12=-14 Concentrated I w s (ID) Vert: 10=-174(F) 24=343(F) 22=343(F) 23=-40(F) 6=-134(F) 15=134(F) 25=-40(F) 26=40(F) 27=4D(F) 28=-40(F) 29=-269(F) 30=-134(F) 31=-13A(F) 32=289(F) A 7777 Grarnbnck Lana Design �a6d for Ufa only wlih MITek conn 101. This CIR i n LL basad aN suits 100 �c y g y upon prromelen shown, and h for an r - not i al buildup component, Citrus rlelpnte, CA, 9591D npp adllh of design pvomenlen and proper lneorpo.adon of component Is raa:ponVblllry of auhdlnd designer •not puss deslgnmr. Bracing 1no—m Is nor lateral support of kd Aduat web members only. nddlllonoi lampcmry bracing to inure stability durN construction Is the easponsibllllry of fre erecfar. Additional pemaarom broctnpp of the oweroll SIMC lure Is Me resporeibirib of the building donggnsr. For genarol guidance repvding IoWCdtioM quality Control, storage. dellweny, as,cllon and bracing, conduil AI171/TPII Gw9h' CMm1a, bs0•E9 and ECM OuPdifV Co-ponsnt M 08MR 41 idary IArxmaflon ovailable from Inns Plate Irnlitute. 589 D'Orolflo Odve, Madison. tan 63719. Job Thus Truss Type rqy Ply DAYOANCONST, ��� -- A COMMON le'--- - I ._.- �.IJoO Rerarenae o lienal R1718 Mone lumber, R;ddlnp, Ce 6,100 a Sep 17 2004 MITek Industries. Inc, Thu Jun 3014:5821 2005 Pa 1 14:80 ..- 1 214.0 1 20_4?.4 - 3080 200 7-0-0 144 Toa 741.0 VW sorb • 115119 4N6 — c d.00 12 i.w Card u7 2 _ ..� , ♦ /. �; _ til - _ 6 -_1 if 7 US - e 6 -� 43 = Ord _ 5x6 — F--- —.. �..— - }_ 28.0-0 0.4.0 e-0 a�-0 P�Qtt/_Qeaete [z:`rr." LOATCLING (PooA SPACING 2.0.0 CSI OEFL— In (lac) Vdeft Ud PLATES GRIP (Roof Sno+M20.0) Plates Increase 1.1S TC 0.30 Vert(LL) -0.14 6.$ >t1g9 360 MT2o 220/195 TOOL 7_0Lumber Increase 1.15 BC 0.45 ved(TL) -0,27 e-8 X999 ISO BCLL 0,0 Rep Stress Ing YES WB 0.28 Horz(TL) 0.06 6 n/a n/a :CDL 7.0 Cade UBC97/ANSI95 (Matrix) Wind(LL) 0,08 S-9 "99 240 Welght: 110 Its LUMBER BRACING — TOP CHORD 2 X 4 OF No,1 &Bir G TOP CHORD Sneatned or 8-3.2 oc purths. BOT CHORD 2 X 4 OF ND.1613tr O BOT CHORD Rlgla calling dlrecty applied or 10-0-0 m brecing. WEBS 2 X 4 DF Stud/Std G REACTIONS (Ib/alze) 2=1057/0-5-0, 6=1057/0-3$ Max Harz2=73(laed rase 8) Max U011112=-184(loed case 5), 6=•164(1080 case 8) Mar Crsw2■1119(load case 2� Boll 19(load rase 3) FORCES (lb) - Maximum Compresslon/Maxlmum Tenslon TOP CHORD 1-2■0/SB, 2-6•-222$/280, 3-4 -1831/206, 4.8x1931/206, 5.60-2225/261, 6-7■0/SB BOT CHORD 2-6=2352048, 8-9=87/1383, 6-6=1792049 WEBS 39=472/159.4-9=47/841, 4.8=-37/541. 5-6-472/159 NOTES 1) Wind: ASCE 7.98; 65niph; 11102ft TCOLe4.2pa1; BCOL;;42p3f: Category 11; Exp B; endosed; MWFRS gable and zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33, 2) Unbalanced snow loads have been considered for tnls design. 3) Overilang bas been design for 2.00 times Ilve Toed + dead load. d) This trues has been designed for a 10.0 pet bottom chord live load nonconcurrent Will any other live loads. 5) A plate rating reduction of 20% has been 8001160 for the green lumber members, LOAD CASES) Standard WARNWO . 7. V* d—firm Pwftffure� and aaw,wraa ON alas A" )=UAW reran RfslaRatres V aN MIXsev3 Ba ansa 0®10 0a vdld rev sae only %4h Wek connectbs. TM design b based mry upon patomelers shown, arida ro' as-vsdtl4dud bupdb,g comprn4ni. =obMty of design amenten and proper h,carpoiaript of componenl B responsibily of b Ailing designer - not cors designer. eractng shown lateral lateral wppvf of PnvdMdual wrap memmrs only. Addirrenbf bmpo.'ory bracing ro inetre slabmty during conshuctbn h the respm fiph of Ina erector, Addllynot pvrn wnl booing of the ovwaU s luokoe i1 Mie rwWonsaAty of Ito building designer. kw general guldMce regarding towicarbr4 quapty mnhat. stooge. defirlm, ereolbn and b9cln9, COMM orut/rrnl eltnnlr p311 -e9 aria Noll eldldtno centpoeenl 5delr Irdaonetbn ovalable from Truss mote fretltufe, M3 O'Onofrra Drive. rtad6at, cos S37t9. rr]q?.OF ESSpONG JUIy 1,2005 I"? � Cteanbedl Lena I uft"? 109 Chruc M•Iphm. CA, B66f0 -- MiCeke �Jcib I Truss Type P0233 IT(-uss- J MONO TRUSS Moss; LumberR , odding, Ca Qty Ply OAYOAN CONST. 14 � 1 1 R 17165071 (Job Reference (cotionall 6.100 a Sep 17 2004 MIYex Industries, Inc. Thu Jun 30 14:58!24 2005 Page 1 _2-0.0 &40 2-0.0 gpp 3 _- �ec1:17.4 4.01) zx4 — LOADING(ps1) TCLL 20,0 SPACING 2-0-0 (Roel Sht> 20"' P113LM Increase 1.15 TCDL 7.0 Lumber Increase 1.15 BCLL 0,0 Rep stress Incr YES BCDL 7.0 Cade UBC97/ANSISS LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.19Blr G _..._.� — -.... .__eao. Cbl i DEFL In (Ion) Udell L/d PLATES GRIP TC 0.54 Vert(LL) -0,16 2.4 X562 360 MT20 220/105 SC 0.38 Vert(TL) -0.28 2-4 >330 180 WS 0.00 Horz(TL) -0.00 3 Ne n/a (Matf1X) Wlnd(LL) 0.00 2 '--' 240 Weight 25 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purllno. SOT CHORD Rigid calling directly applied or 10-0-0 oc brooing. REACTIONS (WafZe) 3=188/11,01echanlcal, 2.386/0-$-S, 6o54/Mechanloal Max Horz2m97(toad rase 3) Max UpliK3=75(losd case 3), 2=-106(Wd case 3) Max Grav3ota8(load rase 1), 2=398(load rase 1), 4=131(loed rase 2) FORCES (lb) - Maximum Compresslon/Meldrnum Tenslon TOP CHORD 1-2=0133, 2.3=-73/4a SOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-96: 6Smph: h=2pff: TCDL=4.2psf, BCDL=4,2psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and rlgnt exposed ; end vertical left and right exposed: lumber DOLa1.33 plate grip DOL=1.33. 2) This Dues hes boon designed for a 10,0 psf bottom chord Ilve load nonroncurretnt with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members, 4) Refer to girder(3) for truss to truss connections. LOAD CASE(S) Standard 4 LU -2y OFCAO 0X11 July 1,2005 O WA&? sad - v ryy a erDn parax ew" and READ bfaroxs pas. 7777 Gn vrMadt Lana f! Design valid lot use only �,Ilh MlTek connectors. This design If based only upon parameren shorn, anal Is for an Indlvtdvat buDding camponenl, $wife sea npplicoblU old n oramonlon and CA= Haigh CA, CA, 95610 ty sale p p'opa/ incorporation or component h respons14111y or Cunorng pPtgner .not hws desipnxf. &achg sMv.rs Is for lateral supparl of ineMdual Web mempgrs only. rddldanal temporary bracing to Insure stability during eonstruerWn t; the raspanstb6Ny of the aracto. Additional pefmanenl bmcing of lira overall sxueNre Is Ine responsibility of the building designer, For generpl Quldance regordlnp 0 fabrication, quality confrd, slarvge, delivery. elecMn and tracing, consult ANsI/Ttl1 OwYty CnLno. OS11-99 and eC311 eundirq Cempanont M T®ka 5�d .ty Inilmnon avaloble hom Tftm Role Imillule, 561 D•Oneffie Drive, Addison, Wt 53119. Fi233 Moes Lumber, TRUSS •29••16 2.316 6.100 s Sep 17 2004 MITek InduylHos, Inc,- Thy Jun 30 te:88:26 2006 Page 1 667.2 5.7-7 Sirab - 1:22.7 a j - Ax4 -- _ _ K` 4x4 — ,a 1x4 II 4!q e a T HSA 2� Pleta9rfseta (X.Y): 72:0571,¢0_31 . LOADING(psn -- 5-7-2 _— _ TCLL 20,0 (10c) Wait L/d SPACING- 20.0 (Root Snow�20.0) Vert(LL) -0.08 Plates Increase 1.15 TCDL 7,0 0.68 Lumber Increase 1.15 BOLL 0.0 WS Rep SlreeB Incr NO 5 n/a We Code USC97/ANSI95 LUMBER 6-7 -999 240 Weight: 43 lb TOP CHORD 2 X 4 OF NoAdbtf G BOT CMORO 2 X 6 OF No.18Btr G —� WEBS 2 X 4 OF Stud/SW G REACTIONS (Ib/size) 4=18910-35, 2=628/0-7-12, 6=317/Mechanical Max Horz2=97(1080 case 3) Max Uplln4=-75(loau case 3), 2=-146(load rase 3), 5=15(load rase d) Max Grov4=189(load case 1), 2=628(lood case 1), 6=352(load case 2) FORCES (lb) - Maximum Compreaslon/Mexlmum Tension TOP CHORD 1-2-0/34,2-8=0 117/95, 38--1054/103, 3- uS6/2, 4.8x-22/37 BOT CHORD 2-10=-13x/1049, 7-10=-130/1049, 7-11=-130/1049, 6-11=-130/1049, 5.6=0/0 WEBS 37=01363, 3.6=1063/134 NOTES 1) Wlna: ASCE 7-66: 86mph; hc20ft; TCDL=d.2psf; BCDL=4.2psf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical IeB and right exposed; Lumber DOL=1,33 plate grip DOL=1.33. ' 2) This truss hes been designed for a 10,0 psf bottom chord live load ncnconcurrenl with any other Ilve loads. 3) A plate rating reduction of 20% has been applied for the green lumber members, 4) Refer to glyder(s) for truss to truss connections. 5) Beveled plate or shim required to provide full beating surface with truss chord at )olnt(s) 4. 6) Special hangers) or other connection dev"(s) shall be provided sufficient to support concentrated load(s) 61D down and 11 ib up at 5.7.7 , to down and I Ilb up at 5-7-7, 731b down and 41lb up at 8-5.8, 7310 down and 411b up at 8.6.6, and 151b down at 2-M, and 151b dawn at 2.9.8 on top chord, and Ilb up at 2-9-8, 11b up at 2-9.8, 291b down at 6.7-7, 291b down at 5.7.1, and 631b down at 8-5-6, and 83111b down at 858 an bottom chord. The design/setectlon of such speglal connection devloe(a) Is the responsibTty of others. 7) In the LOAD CASE(S) section, loads spoiled to the face of the truss are noted as front (F) or back (B), LOAD CASE(8) Standard 1) Snow; Lumber Increase■1,15, Plate Incnaaae=1.15 Uniform Loads (ptf) Vert: 1-4-54, 2b=14 Concentrated Loads VD) Vert 3=12(F=-6, B=B) 7=24(F=•12, B=-12) 0-Id6(F■-73. So -73) 10=1(F=1, 8=1) 11=52(F=26, 8=26) A �as�car0 . oeA/Ir deafen porarnetrre acct FL{✓7 lvarxs ON TWO AIHD DAM=ea x1r81KA"XAX1VCE PAGE it$ 7418 BSxaaB rr56. Design --did loruse only with Mrisk connacron. This design Is based only upon poramaws Mown, or41: 1p on Indivioud building companenl. ArptIcablllty of design poromenran ane proper Incorperallor. or Component b rospon:lbllry of bu0dngy de:. r - mol huts assigner, 8rocing shown h fortalaml w0parl el Indirldua web members only. Adollbnal lompoan bracng to insure slobilily during conihchon k Iti rspomlbllllly of the as .far. Additional permanent broettqq of Ino overall sbucrum is Ina rerpoNbiliry, of the bu:l4ing designer. rot ®.Waal ��77ultlance repradinp Iabflcohon, gwAty Conlyd, sloroga, aailvary, eKSGlion and bracing, Con;vll ANWTV11 puaatr Clnwta. D313-89 and sCflt building Component Sdfwty Irrlan tlen a-alable from Truss Nolo rra0lulx,183 D'Onohb Drf—. Madison. wl 57719. QaOFESSf\ L I CA9919 I, *\ g9R;*9/30/0§, �OFOA�1f� July 1,2005 tllltllllllll�■■ 7777 Greenback Lena i Suit" 109 • • Cl{ryp Helghta, CA, 90810 MPrim kII 5-7-2 CSI DEFL in (10c) Wait L/d PLATES GRIP TC 0.59 Vert(LL) -0.08 t>7 -999 360 MT20 220/195 BC 0.68 Verl(TL) •0.15 0.7 "61 180 WS 0.62 Horz(TL) 0.01 5 n/a We _ (Matrix) Wlnd(LL) 0.03 6-7 -999 240 Weight: 43 lb BRACING —� TOP CHORD Sheathed or 8.0-0 oc purling, BOT CHORD Rigid telling directly applied or 10.0.0 oc bracing. REACTIONS (Ib/size) 4=18910-35, 2=628/0-7-12, 6=317/Mechanical Max Horz2=97(1080 case 3) Max Uplln4=-75(loau case 3), 2=-146(load rase 3), 5=15(load rase d) Max Grov4=189(load case 1), 2=628(lood case 1), 6=352(load case 2) FORCES (lb) - Maximum Compreaslon/Mexlmum Tension TOP CHORD 1-2-0/34,2-8=0 117/95, 38--1054/103, 3- uS6/2, 4.8x-22/37 BOT CHORD 2-10=-13x/1049, 7-10=-130/1049, 7-11=-130/1049, 6-11=-130/1049, 5.6=0/0 WEBS 37=01363, 3.6=1063/134 NOTES 1) Wlna: ASCE 7-66: 86mph; hc20ft; TCDL=d.2psf; BCDL=4.2psf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical IeB and right exposed; Lumber DOL=1,33 plate grip DOL=1.33. ' 2) This truss hes been designed for a 10,0 psf bottom chord live load ncnconcurrenl with any other Ilve loads. 3) A plate rating reduction of 20% has been applied for the green lumber members, 4) Refer to glyder(s) for truss to truss connections. 5) Beveled plate or shim required to provide full beating surface with truss chord at )olnt(s) 4. 6) Special hangers) or other connection dev"(s) shall be provided sufficient to support concentrated load(s) 61D down and 11 ib up at 5.7.7 , to down and I Ilb up at 5-7-7, 731b down and 41lb up at 8-5.8, 7310 down and 411b up at 8.6.6, and 151b down at 2-M, and 151b dawn at 2.9.8 on top chord, and Ilb up at 2-9-8, 11b up at 2-9.8, 291b down at 6.7-7, 291b down at 5.7.1, and 631b down at 8-5-6, and 83111b down at 858 an bottom chord. The design/setectlon of such speglal connection devloe(a) Is the responsibTty of others. 7) In the LOAD CASE(S) section, loads spoiled to the face of the truss are noted as front (F) or back (B), LOAD CASE(8) Standard 1) Snow; Lumber Increase■1,15, Plate Incnaaae=1.15 Uniform Loads (ptf) Vert: 1-4-54, 2b=14 Concentrated Loads VD) Vert 3=12(F=-6, B=B) 7=24(F=•12, B=-12) 0-Id6(F■-73. So -73) 10=1(F=1, 8=1) 11=52(F=26, 8=26) A �as�car0 . oeA/Ir deafen porarnetrre acct FL{✓7 lvarxs ON TWO AIHD DAM=ea x1r81KA"XAX1VCE PAGE it$ 7418 BSxaaB rr56. Design --did loruse only with Mrisk connacron. This design Is based only upon poramaws Mown, or41: 1p on Indivioud building companenl. ArptIcablllty of design poromenran ane proper Incorperallor. or Component b rospon:lbllry of bu0dngy de:. r - mol huts assigner, 8rocing shown h fortalaml w0parl el Indirldua web members only. Adollbnal lompoan bracng to insure slobilily during conihchon k Iti rspomlbllllly of the as .far. Additional permanent broettqq of Ino overall sbucrum is Ina rerpoNbiliry, of the bu:l4ing designer. rot ®.Waal ��77ultlance repradinp Iabflcohon, gwAty Conlyd, sloroga, aailvary, eKSGlion and bracing, Con;vll ANWTV11 puaatr Clnwta. D313-89 and sCflt building Component Sdfwty Irrlan tlen a-alable from Truss Nolo rra0lulx,183 D'Onohb Drf—. Madison. wl 57719. QaOFESSf\ L I CA9919 I, *\ g9R;*9/30/0§, �OFOA�1f� July 1,2005 tllltllllllll�■■ 7777 Greenback Lena i Suit" 109 • • Cl{ryp Helghta, CA, 90810 MPrim kII JoD Tluae TrussType Ory Ply OAYOANCONST. R1716507 P;9233 32 JACK e 7 _ _ _ __ Job Referenw o IonetL Ma es Lumher, Redding, Ce " ' 6.100 a Seo 17 2000 MIT'ek Industries, Inc. Thu Jun 30 14:6827 2006 Page 1 2-00 3 1-11-11 scar a 1:z5 Z-1615 4.00 12 2 LOADING (Pao SPACING 2-0-0 TOLL 20,0 Plates Increase 1.15 (Roof Snow -20.0) Horz(TL) -0.00 (Matrix) TGDL 7.0 7.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES SCDL 7,0 Code UBC97/ANSIB5 LUMBER TOP CHORD 2 X 4 DF N6,1&5U G BOT CHORD 2 X d DF No.t&Btr G 20 — CSI DEFL In TC 0.19 Vert(LL) -0,00 BC 0.02 Vert(TL) -0.00 WS 0,00 Horz(TL) -0.00 (Matrix) Wind (LL) 0.00 BRACING TOP CHORD SOTCHORD REACTIONS (Ib/size) 3=4 Mechenlcel, 2=235/0-&8, 4=13/Mechenicel Mex HorY2-43(load case 3) Max Upllft3o-a(load case 1), 2a-105(loed rase 3) Max Grav3=16(load rase 3), 2=235(b8d case 1), 4=33(load case 2) FORCES (ID) - Maximum Compression/Maximum Tenslon TOP CHORD 1-2=Q/33,2-3=37/5 BOT CHORD 2-4=010 floc) 1/dell Lid 2 >999 360 2-4 >099 180 3 n/e n/a 2 - 240 PLATES GRIP MT20 220/18S Weight; 8 ID Shealhad. or 1-11-11 cc purlins. Rigid calling directly applied or 10.0.0 cc bracing. NOTES 1) Wind; ASCE 7-98; 85mph; h=20t1; TCDL=4,2psf; SCDL=4.2psf; Category II; Exp B; enclosed; MWFRS gable and Zona; canlllever left and rlgnt exposed ; end vertical left and right exposed; Lumber DOL=1.33 Plate grip DOL=1.33. 2) This trues has been designed for a 10.0 ps1 bottom chard title load nonconcurrenl with any other live loads. 3) A plata rating reduction of 20% has seen applied for the green lumber members. 4) Refer lo girder( e) for trues to truss connections. LOAD CASE(S) Standard oQRpF ES%I ��Q`� UONG Yli G�9919 IM11M. X�M0 July 1,2005 ® weanm90 • vartry deign jmran wry orad *man parr® cm ims amp wcLum o www Rdrzjxx cz ►Aa6 am.rars armw vee: 7777 Greenback sane • 099on vaild for use onlyvAlh MlTek ca sc tars. This design b Dosed only upon 9uitn 10Q - pospom1lrs shown, and Is lar an Ir -not ural i design component, Clbku H:igma, CA 95610 Appskablllry of deJpn pvommfen owl propier'crropordtron of Component h rasponJbllllY of butd�p designer •nal in1111 designer. 6rpDlnp ;nor.., I: lar loleral suppon of esdi•iduol web member only. additional rempvvy bracho to Inure slobil during Construction 4 ase m:ponJbIIDy of the a Vor, nddilional permaranl Qoclrg or ine aysrall structure b the responsibility of (he bulldhg designer, For panoral once ending (abncallQr, gustily control, sioroga, de lrery. election and brlclnpp. Consult Apdslfr 1 puu51Y 4CnLna, DSI.89 and xWllding Gortpon�ll MiTek' 1 -,d•q InfornatlWI an available From Trust Plole Instllurg, $33 D'Onofrlo Drive, Madbon, 53719. IJob Truss Truss Type city IPIy I OAYOAh CONST. F b233 54 JACK 0 I t ' R1716S07 1Job Rofer"nce (optional) Moes Lumber, Redaing, Ce - 6.100 a Sep 17 2004 MrTek Induairtes, Inc, Thu Jun 30 14:69:28 2006 Pogo 1 244 3•t 1.1 t 3---. _.. - 21(9D5 i:V_: , 2YA LOADING (psf) BPACINO 2-0-0 CSI DEFT TCLL 20.0 Plates Increase 1.15 'TC 0.23 Ven(LL) TCDLSns7wr-20,0) Lumber Increase 1.15 BC 0.09 Vert(TL) BCLL 0.0 Rep Stress Incl YES WB 0.00 Horz(fL) BCDL 7.0 Coca UBC07/ANSISS (Matrix) I WtnC(LL) LUMBER TOP CHORD 2 X d OF No.1881r G BOT CHORD 2 X d OF No.18BV G REACTIONS (lb/size) 3=80/Mechanleel, 2=281/0.6-0, 4■26/Maenanieal Max Horz2■61(loaa ease 3) Max Llpllft3=-18(load case 3), 2=-103(load case 3) Max Gre0■60(load case 1), 2=281(load case 1), 4=63(load case 2) FORCES (ID) - Maximum Compression/Maximum Tenslon TOP CHORD 1.200/33, 2-3=-46/14 BOT CHORD 2-4=0/0 BRACING TOP CHORD Sheathed or 3-11-11 oc purlins. BOT CHORD Rigid telling directly applied or 104-0 oc bracing. NOTES 1) Wind: ASCE 7.99; 86mDn; n=20ft; TCDL=4.2psf BCDL=4.2psf; Category II; Exp B: enclosed; MWFRS gable end tone; canlllever left and right exposed : and wer'Jwl left and right exposed; Lumber DOLe1.33 plate grip DOL=1.33. 2) Tnls truss naa been designed for a 10,0 psf bottom chord live load nonconcurrent with any airier live loads. 3) A plate rating reduction of 20% nas peen applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard July 1,2005 Q WARFAV - Vent d.404 {tese~tars "d READ FDTa9 Cur TMfi A" am, 7d 73 Daro" Uas 7777 G—nt ack Lene � 08 ''�ppn valid for um only with MTek ConnWron. TMs aeslgn b based only upon paromelen:now , and is for an indiuidud building companenl. $use 100 Apgticob;li at deli proper or�w pa sp fy ,g-er _ 4 0 CIwB Metgnls, CA, 9W 1.01 I: tar lateral luppon of i�vmenle a anal rp r trio ollm of tom neral y ci onslbhi of bw0anpp dei' not truss Is the rc o Braclit strobe Igt/pl web members only, AddlUorsol lamparpry bracing to insure slobiliy during construction h the respontiblllly of the ,. arrector. nddifanal pemor,•nl tracing of the o-erall sRUCNre Is me responsibility of rte bulairro daso.Rr. Far genoral guidance regarding lobricolion, Quollly contral, storage, deli-ary. erectlon and booing, corswll ANSI/fnl Quality Catena, 050-87 are BCSII building Component M �eK' Safety Irdesmatbn o-olable from Truss Plate Insllnsle, SW D'OnohNrio . Modhon, VA 53717. 3s1 -1s __ -- -- —� in (fop) I/aen Uar PLATES GRIP -0.01 2-4 >999 380 i MT20 2201195 •0.02 2-4 >999 180 •0.00 3 n//a n/a 0.00 2 240 ' Weight; 141b BRACING TOP CHORD Sheathed or 3-11-11 oc purlins. BOT CHORD Rigid telling directly applied or 104-0 oc bracing. NOTES 1) Wind: ASCE 7.99; 86mDn; n=20ft; TCDL=4.2psf BCDL=4.2psf; Category II; Exp B: enclosed; MWFRS gable end tone; canlllever left and right exposed : and wer'Jwl left and right exposed; Lumber DOLe1.33 plate grip DOL=1.33. 2) Tnls truss naa been designed for a 10,0 psf bottom chord live load nonconcurrent with any airier live loads. 3) A plate rating reduction of 20% nas peen applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard July 1,2005 Q WARFAV - Vent d.404 {tese~tars "d READ FDTa9 Cur TMfi A" am, 7d 73 Daro" Uas 7777 G—nt ack Lene � 08 ''�ppn valid for um only with MTek ConnWron. TMs aeslgn b based only upon paromelen:now , and is for an indiuidud building companenl. $use 100 Apgticob;li at deli proper or�w pa sp fy ,g-er _ 4 0 CIwB Metgnls, CA, 9W 1.01 I: tar lateral luppon of i�vmenle a anal rp r trio ollm of tom neral y ci onslbhi of bw0anpp dei' not truss Is the rc o Braclit strobe Igt/pl web members only, AddlUorsol lamparpry bracing to insure slobiliy during construction h the respontiblllly of the ,. arrector. nddifanal pemor,•nl tracing of the o-erall sRUCNre Is me responsibility of rte bulairro daso.Rr. Far genoral guidance regarding lobricolion, Quollly contral, storage, deli-ary. erectlon and booing, corswll ANSI/fnl Quality Catena, 050-87 are BCSII building Component M �eK' Safety Irdesmatbn o-olable from Truss Plate Insllnsle, SW D'OnohNrio . Modhon, VA 53717. JobTruce Truss Type P8233 — Stl (JACK Mase Lumrer, Redding, Ce ,. �Q ly Ply• 1 DAYOAN CONs7 81719507 Job Refsream (ollonol) 6.100 a Sep 17 2004 MTdk Industddl, Inc. Thu Jun 30 14:5828 2405 Page t ¢LkLL- 240 511-11 3 - • 1:14.1 4,00 F,2 2 - C' -' ' • • .T .2x4 = 571.11 ..... _..._.. LOADING (pen SPACINGI2-0-0 C31 DEFL In (loc) I/dell Ud I PLATES GRIP TCLL 20.0 Plates Increese 1.15 TC 0.25 Ven(LL) -0,05 2-4 >999 300 rv1T20 220/195 TCDL 7.0 (Root Snow -20,O) Increase 1.15 BC 0,21 Ven(TL) -0.08 24 X811 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0,00 3 nle Na BCDL 7.0 Code UBC97/ANSI95 (Matrix) Wlnd(LL) 0.00 2 240 WeIgf1C 20 Ib LUMBER BRACING TOP CHORD 2 x 4 DF No,1$Blr G TOP CHORD Sheathed or 5-11-11 oc purlins. BOT CHORD 2 x 4 DF No.18Btr G BOT CHORD Rlgld ceiling directly applied or 10.0.0 oc bracing. REACTIONS (Ib/size) 3027/Mechanlral, 2=33610-5.b, 4=40/Mechanlcal Mas Horz2=79(load case 3) Max UPllft3=48(loed rase 3), 2■-102(loed case 3) Mac Grsv3-127(load case 1), 2=336(load case 1), 4=97(loed case 2) FORCES (ID) . Maximum Compreaslon/Maxlmum Tension TOP CHORD 1-2=0/33.2-3--58/32 SOT CHORD 2.4ao/0 NOTES 1) Wino: ASCE 7-98; 85mph; h=201r TCDL=4,2DST; 5COL04.2paf; Category 11; Eap B; enclosed; MWFRS geole end zone; cantllever left and right exposed ; enc vertical left and right exposed; Lumber DOL=1.33 Plate grIP DOL -1.33. 2) This "Gs has Deen designed for a 10.0 psf bottom chord live load nonconcurrent Wth any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to glyder(s) for truss to truss connections. LOAD CASE(S) Standard July 1,2005 sva,xao . d••tsre ye —e.• nwe xsn Fo7EB ON rw®,vm aYM=ra AI7raa aarsasres roc M117-73 es,ora uea 7777 ermnback lens Design .rola ror usv only 41h ►Qrat connectors. Trus d Is hand only upon Salra toe Y eslQs r P paramaran y of bu and Is tar on if -norual cull0inp companpnl. Cantu Neypw. CA a5e1a 4pyleabally of design patomefslBn arra proper, ncospsaafion or eOmponenl 6 n✓ipanslbl0ry of bsrhdl deslpnar • nor truss dvgrsr. &aclna shop -n Is aor claferol 7Vppon of Individual —b --n only. Addilionol I-nporory b aclno Id Insure slnbllM aW^Q construction is Iha bspon9 billily of mq 4 erector, Addlllonal perroonanl brocino of the overall seucfura h the resparlflblllH of It* pulldina d.slpnm. Far oanetal guiaonce tvgarding ■ `■eek fabrication, Quality control, stomal, dae.very, arecllon and I>adnp�, ConWll ANSI/rill qudlty CM•do, D7E-a9 atE acsll ewt3ing comp men! e 3dety Irdw., allon ara7able from Vufs Plate Insalurv. 5W D'Onotdo Drr-a, nadison, WI 53719, D/LVVJ vo.ca_ rnA MUSS LUMbtK IKUSS O1Z/V Wek Industries, Inc. 7777 GREENBACK LANE SUfTE lag CrRUS HEIGHTS CA 95610 M iTe k USA FAX (916) 070 1909 TELEPHONE (916) 676 1900 October 29, 2004 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Tiusses Supporting A.C. Loads MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads, if this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with l Od nails at 12"o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. Redong (Ray) Yu, P.E./S.E. Regional Vice President Western Engineering Operations RY/ek (STANDARD GABLE END DETAIL PAGE 1 OF 2 VARIES TO COM. 12 4x4 TRUSS _ H DINOONAL OR L -BRACING REFER TO TABLE BELOW -- 2X4 NO.2 OR BTR. DF -L — 1X4 OR 2X3 (TYP) i -F\7 VERTICAL STUD TYPICAL Z7r4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8' O.C, LOADINQpsf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 EICLL 0.0 Rep Stress Incr YES SCDL 10.0 Code UBC97/ANS195 UMBER TOP CHORD 2 X 4 DFUSPF/HF - No,2 BOT CHORD 2 X 4 DFUSPF/HF - N0.2 OTHERS 2 X 4 DFUSPF/HF - STUD/STD SHEATHING (BY OTHERS 3� Z. NOTCH AT 24" O,C, (MIN,; TOP CHORD NOTCH DETAIL -3x5= MAX n #11 2.+-O.C. 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW END WALL �IGID CEILING MATERIAL -DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 71-011 -- 216d- — — — _ , OVER 81-611 4 - 16d MAXIMUM VERTICAL STUD HEIGHT SPACIiQG OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACES WITH L - BRACE 12 INCH O.C. _ _14-6-0 24 INCH O.C. �_S_n c_� n n .4 n � n 0 - NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. C, HEIGHT 28 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDMDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 6) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF TOP CHORD NOTCHING NOTES 1) THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 2A" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T,C,) TO ONE FACE OF 111E TOP CHORD WITH 10D NAILS SPACED AT 6" O.C. IF STUDS ARE SPACED AT 24" O.C_ AND FACE OF TRUSS IS NOT FULLY SHEATHED, 2) NO LUMBER DEFECTS ALLOWE13 AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE AZ LUMBER AFTER NOTCHING. Qr 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. _ Continued on page 2 NO. i"OdWI? EXR 9 -3L -Et, OF OCT 2 9 2004 OSS LUMBER TRUSS DEPT. 2X4 GONTINLJOU5 W/2 E6D5 o EACH WED MEN;DOZ LOCATED A5 H116H A5 P055115LE MAY VE USED N UEW OF UPPER ROW OF DLOGKING. 2X BLOCKING NOT KEQ'D W/ CONT. LAT. DRG -6. 2X DLOGKNG W/ 2-IbD 51NKEK5 0 EA END 2X DDL TOP FL -ATF -5. ROOF` 51-EETIN6 PER PLANS NOTE DRAGING TO PREVENT ROTATION E LATERAL MOVEMENT IN AGGOKDANGE W/ UPG 5EG, 2320.12.8 NOT TO BE USED FOR HORIZONTAL, OR VERTIGAL 5HEAK TRAN5FEK PROVIDE 2X4 DF LATERAL DKAGING W/3 16J TO DLOGK AT DOT -TOM 6 TOP TYP. EVEIZY 16'-0'. NOT REQUIRED WHERE 'H' 115 LZ -515 THAN 24" PKEMANUFAGTURED TRU55E5 w 24' O.G. DEAKN6 WALL 2X 5TUD5 0 16' O.G. TYP, U. N. 0. TYP BLOCKING AD BRACING DETAIL cr .R I� z 0 0 0 a Z a q � o Q a s o Q . N O jig vr m a 92 n oZ � TOP CHORD co 0 D Z 5p r Z Z 3 o R o A o g V S O < V Y V W� 09 V+ Cab ? TOP CHORD ® a P; e N p :� v a N a N CT go sn m 0 �, Quo a � � 'CL EL g a �3 s� _ �owo mif. . am -ac I a a �0 9 s�o S a- .: 1 ' F M o. unq (p o S g o a R o -. = n�� a n. & $. s n 13 0 10 g -g7 >>t� s.Q = a ? '�N o rtp G fi R aOil 410 9 0 o s n a �m C CL ,Q CA ?•!h�'ti�+3^t�•x+ys w, a.�.:..:-g1+e.R'••2ft.=.'l�`�-;�.xi'iF.t� ir�.r'r�,.*.,�;rb•a:>:�.w r�-..:�.:'4t•; t'r+�`¢Yl�v��.c, > �r."c+, xr :; �y v���� � f r-+=� styy: ' PE=W 027-081=025 ;• SHAW, FRANK 7127 UPPER PALER140RD., OROVILLE DRAIN LINE W/SUMP PUMP/SF 9� / �9s" r { J� 1 _ i . •F ` 9 . { _ y i. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIO 7�County Center Drive - Oroville, California 95965 - Telephone (916) 8-75 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ,;L 7 M 0 8-/ S 0 �� t: ZONING ^ BUILDING PERMIT OWNER 'A � TEPH/`E1 MC O, FT, OCC. BUILDING VALUATION OWNER'S l NG' RESS CONTRACTOR' )NAME TELEPHONE l CONTRACT&R'S MAILING ADDRE Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy P n Checking Fee $ Penalty $ BUILDING ADDRESS..- Al V-42? 7PLUMBING PERMIT FEE $ PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 SF Duplex O Mobilehome O Other I Mobile Home S G W @20.00 SPECIFY TYPE OF WORK PERMIT FEE $ 0 New O Addition ❑ Remodel O Utilities ❑ Installation O Other O Contractor ` - / 4-11,115[/(J I Describe Work: (,! r� ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 2GOA OR LESS 23.00 Main Service ( 200A TO I000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONIS. ( & ACC. OLDS. ) SO, 3.50 FT. NEW CONST. MULTI -OUTLET NON -REBID. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW ( POWER APPARATUS I declare under penalty of perjury (check one) & SINGLE OUTLET CIR, ) O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 Professions Code and my license is in full force and effect. Ex. Occup.FIX ED APPLNS. OR (OUTLETS ) BAL. .50 5.00 License No. Classification IRESID.I EA. O I, as the owner, or my employees with wages as their sole compensation, will do Temporary Service 23.00 the work, and the structure is not intended or offered for sale. (Sec 7044) Mobile Home Facilities 20.00 O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code Misc. Wiring 23.00 forthis reason WORKER'S COMPENSATION INSURANCE PERMIT FEE $ a Contractor I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. MECHANICAL PERMIT Filing Fee 20.00 O 1 have placed on file with the County of Butte Dept. of Development Services, Heating Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. Cooling O 1 shall not employ any person in any manner so as to become subject to the Worker's Hood 6.50 Compensation laws of California. Ventilation Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with PERMIT FEE $ such provisions or this permit will be revoked. Contractor I certifythat I have read this application and state that the above information is correct. Mobile Horne Installation Fee $ I agree to comply to all Butte County Ordinances and California State Laws relating to Energy Inspection Fee $ building construction, and hereby authorize representatives of the County of Butte to ocC CONST. TYPE TOTAL FEE $ enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE County in consequence off granting of this permit. I I I I This permit is hereby issued under the applicable provisions •the X Date Signature of Applicant - 0 Owner ❑ Contractor O Agent—�*� of the Butte County Code and/or Resolutions to do work An OSHA permit is required for excavations over 5"0" deep and demolition or indicated above for which fee have been paid. construction of structures over 3 stories in height. t Receipt No. ff,►-1ti PERMIT EXPIRES! ONho 3 19 WHITE-D.D.S.- !b. f CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Dole) COUNTY OF BUTTE t. BUILDING DIVISION rJEPAR-?HENT OF DEVELOPMENT SERVICES. • 9 1469 Humboldt Road, Chico, CA - (916) 891-2751 s 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 4 i.. CORRECTION NOTICE I'S 4-W [' OWNER PERMIT A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact 'office immediately. J ' /2- C/ 16-o'00r-' Date Z C. Inspector REV 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIO 7 County Center Drive - Oroville,Califorhia;95965 - Telephone (916) 38-75 PERMIT NO. exx APPLICATION AND PERMIT---o�SCP� ASSESSOR PARCEL NUMBER 0''__re !/ ,�.., 06- 0�� �7 ZONING ^ BUILDING PERMIT OWNER TEI,EQH E 94 Q. FT. OCC. BUILDING VALUATION OWNER'S N RESS �e!i'7��-•- CONT ACTO NAME rr- - TELEPHONE CONTRACTOR'S MAILING ADDRE Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee- $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT, OR ENGINEER'S MAILING ADDRESS oq Penalty $ BUILDING ADDRESS PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF/ Duplex ❑ Mobilehome O Other01 SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G I W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 800V OR LESS 1 200A OR LESS 23.00 Main Service I 200A TO 1000A 1 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. I 8 ACC. BLDS. I SO, 3.5C FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS 1 @7.50 I POWER APPARATUS 1 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES 1 B2 .50 Ex. Occu FIXEo APPLNS.OR p' ( OUTLETS IRESID.I EA. 1 5A0 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in c<ence of the f this permit. / X Date 711—t5This Signature of Applicant - V Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structuressovverr 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE //�� TOTAL FEE $ 0, 0 HAZ. I o. FEES IMP FLOOD I CDF PARCEL I PO HD ISSUE permit is hereby issued under the applicable of the Butte County Code and/or Resolutions in6above which fe have been PN -3 Q el provisions to do work paid. Receipt No.WHITE-D.D.S.- CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE Department of DeSelgpment Services Building Division Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) _. 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractor's License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractor's License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed:. Property Owner Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. , This verification must be completed and returned to our office before we are permitted to issue the permit. INDEX OF SHEETS i - - x DAYOAN DAYOAN CONSTRUCTION x PROJECT PLANS FOR CONSTRUCTION ON ONE STORY GARAGE STRUCTURE (Three Car Garage) x - - - - - o pp� • � d x 0. 1 • O o x c The Contractor shall possess the Class (or.Classes) of license g' as specified in the "Notice to Contractors". FOR REDUCED PLANS ORIGINAL O 1 z SCALE IS IN 1NCNES CITY COUNTY ADDRESS Palermo BUTTE , CA 95968 Palermo7127 Upper Palermo RG 00. RORrB slsAlra Iniac IR INIr'f fMAfTA ufffr - ` wralnr Tauri . Ruaus SAN iRAACIfao- 4' IPOS SAN W 0 SANTA ttNnA len fr1iA S jl rREM INTO MAIN[ INYT[A[T • CI SAN SRI SRO BEAN SAN BERKMIIO SANTA BARBAU LOCATION MAP n,vaslaE RAN DIEm - Iw"IAL . Tia Daywn & Dqyoan CaAsrrudlan and Its of//oars or agems shall nor be respons/ele for the omuracy'a• CaffWatwus of e1scrronla Copes of tlYs plan sheet. S. Dq „yl Ati � No. C 54059 Exp.: Q' CF CAL1�� Q0.Of ESS/O/, In�4 S. Dayoan " x.11 i t COi��1 ole t Engr to ;� Ib- 54059 1-0 ,%8,� `B.■ wrlMM/1 DEPAR •�. Registered Civil Engineer .* � CIVIL Plans Approval Dote /J0 � I 'o 0 < o 0 16'-04" � 8'-04° O N 6'-0" FTG SEE M Il. -A ON SHEET -.5 V GONG. 6W W% 10" WIPE MESH E.W. OW SU6-WA PEP MM -Al 36' -.011 STEM W A -w GONGRETE f.�00fING 1. L--,AY0Uf.- Q-4 CITY COUNTY ADDRESS SHEET TE EE SHE 7127 Upper Palermo Rd Palermo BUTTE Palermo, CA 95968 ��•r*-r�. k� 6-21-04 REG ER CIVIL ENGINEER 4e NO. r IVO. C 54059 . E;; NPS .s. Day :d 54059. m Exp.: PLANS APPROVAL DATE m 12 -3i -O genes sial/ not oe responsive for sem occurocy sl I V 1 `dry C+ � comPleteness W e/ectronlc coNes of tnVs Geon 9rf ac CAL `O CALF . �° GONGPETE Sl.AO W/WIPE MESH 6W MAINTAIN 11/2" GOVO #T'YPt 2° SAND W/10 M I I V I MUM �" THIGK 3/9 EASE PDG o. o. o. _ o. o. • o.. ' o. o.. ' o. ' o. o. ' o. ' o. ' o. o. ' o. o. a a o a.. o. o a o o a a o a o.. I TYP I GAL 61o. -Ab 21' J - 00v @ 6' 0. 1 .3X6 PP 666 8° MAM HI z _ � z D D � " N L -5% AIN 6 A� p p p p p .. O *---6fEM WGA 4" GONG44 6W W/W 4 MES EPT I GG TIES W143 @ 5' O.G. 2" SANO W/10 M I V MOWN HOP I ZONTAI._ WAP W/44 @ 1011 O.G. 4" THIGK 3/V" WA POGK I/2° WANSIDN JOINT 51�GT1ON A A FOR REDUCED PLANS ORIGINAL 0 I 2. 3 SCALE IS IN INCHES 1 I I I om r W m D JZ W CJ a.1 G C C3 16'-04" � 8'-04° O N 6'-0" FTG SEE M Il. -A ON SHEET -.5 V GONG. 6W W% 10" WIPE MESH E.W. OW SU6-WA PEP MM -Al 36' -.011 STEM W A -w GONGRETE f.�00fING 1. L--,AY0Uf.- Q-4 CITY COUNTY ADDRESS SHEET TE EE SHE 7127 Upper Palermo Rd Palermo BUTTE Palermo, CA 95968 ��•r*-r�. k� 6-21-04 REG ER CIVIL ENGINEER 4e NO. r IVO. C 54059 . E;; NPS .s. Day :d 54059. m Exp.: PLANS APPROVAL DATE m 12 -3i -O genes sial/ not oe responsive for sem occurocy sl I V 1 `dry C+ � comPleteness W e/ectronlc coNes of tnVs Geon 9rf ac CAL `O CALF . �° GONGPETE Sl.AO W/WIPE MESH 6W MAINTAIN 11/2" GOVO #T'YPt 2° SAND W/10 M I I V I MUM �" THIGK 3/9 EASE PDG o. o. o. _ o. o. • o.. ' o. o.. ' o. ' o. o. ' o. ' o. ' o. o. ' o. o. a a o a.. o. o a o o a a o a o.. I TYP I GAL 61o. -Ab 21' J - 00v @ 6' 0. 1 .3X6 PP 666 8° MAM HI z _ � z D D � " N L -5% AIN 6 A� p p p p p .. O *---6fEM WGA 4" GONG44 6W W/W 4 MES EPT I GG TIES W143 @ 5' O.G. 2" SANO W/10 M I V MOWN HOP I ZONTAI._ WAP W/44 @ 1011 O.G. 4" THIGK 3/V" WA POGK I/2° WANSIDN JOINT 51�GT1ON A A FOR REDUCED PLANS ORIGINAL 0 I 2. 3 SCALE IS IN INCHES 1 I I I -o —NI iim = OWNER : P Q -t- & Fe I y N 0 100-00-00 ►-� - Z 0 0 -Np -th- 0 N CS1 M: ' CSS _ � � � •� p -:;g-- -;M HM F-- - 7U 7Q 7v 710 Z Z S S•. S S n n d d d d p — 8' 6, N 7U T O D- D- O ::3- Q5. a> 70 0 S d ' 9 S O d o z PROJECT liNG11 CALCULATED/ DESIGNED BY CHECKED BY REVISED BY DATE REVISED ;la n r n r m o n � rn x �p7- N N c i K C5 -,z QSN s cs� —iC1 C�G� %sa cr. QSN 71Z m • N7pmC ��" r < 0 C 7p �� 7aZ 70 9� � m m o� ;la n -o 0 -1 CS r n r m o n � rn x �p7- N N c i K C5 -,z QSN s cs� %sa cr. QSN 71Z m z ii r < 0 � CcS�O 70 9� � m m o� _7\ d -_\ cZi 70 0 oD P� m m D R y n as m n o — Io o C * REG O fgfO LA m l N AN O `o N T [IN N � aw G� \\ 43301�N� m� tri 710 O 1 z 9 -.3- Cz Y 1� A � .ab -o 0 -1 CS r n r m o n � N N c i K D m %sa oED < D m z ii r < 0 �S � m m o� E cZi w oD P� m m D R y n as m n o Io o 0 * REG O fgfO LA m l N AN O `o N T 4 N � zm \\ 43301�N� m� OWNERi Pat & Fel y om = Q� m 0 x x www •!.\� !\M•\R•!S Op—) � f v O � C� O •v GN -177 e:° D -P Iv -A z t D y N v rn� ` O � m O • 7D D 9 77• O • o� 1 O v m z � o` m z ........................ --... O D• D Z 0 N y ........................ .............. c n .o m m OD mD v i� tll o y O N r -o m O n om = Q� m 0 x x www •!.\� !\M•\R•!S W CALCULATED/ DESIGNED BY CHECKED BY x x REVISED BY' DATE REVISED ON r m D � f v O � D ' •v ti < • � e:° D -P Iv -A z t D y v rn� ` • G� Z7� m O • 7D D 9 77• O TN m 1 O v m z � o` m mrn ........................ --... W CALCULATED/ DESIGNED BY CHECKED BY x x REVISED BY' DATE REVISED ON r m D � f v O N ° ............. ti < e:° n m :i....................................... ........................................ z t D y O. rn� ` o y eD m O --� O 1 O W CALCULATED/ DESIGNED BY CHECKED BY x x REVISED BY' DATE REVISED ON r m D p f v N ° ............. ti < e:° n m :i....................................... ........................................ � t D O. ` o y eD m 0 y o` m mrn ........................ --... O D• D Z 0 N ........................ .............. c a m m OD mD Rp� n� o y N r D 1) ip O m O n * REG sr O �T7p O=E=-cSN-'. oo� o O z z O N Cl, 0,11 n O Z n (� m 7m ,ZZ, D• D• — O � . :D . e 7. ` ' D• D• aG� Z � m a� ci 7 7 p ° v 7a O cS� . O O •p. e A D. D. D •p e• � � D.•. D p. . C1 O C p.'.• p. •• D•••• �n 71Z 7a m (� .,o.;.D. C CSS 0 D.. p.. D.. Z � R 7: 7Z a V A� f m r m D p N Z A ti < na n m � CD o y m 0 y o` m mrn O \ o Z 0 N c a m m OD mD Rp� n� o y N r D 1) ip O m N * REG sr O o , % % Mom i DAYQ�N OONSiNUION OWNER -C Pat & . F e I y n om ZLk.. 3E p 7Q lZN Qb -� 70 Z 9E....... i ...... 79 Sig • € �r z x : �. cn :::.........:. �,. — c mom:;:........ - Iv X cYll C. =s pRM: � IV �A 7S 0 C —� � e O 7Q n�•p o cS� 7 7O m � _ � y _ � p � T 7Q _ N . c.r S � Q L� � O c p z. cl 79 o PROJECT ENGINEER CALCULATED/ DESIGNED BY CHECKED BY REVISED BY DATE REVISED O 7a x 7a d;< C5'� Z J •. . rn O t:a C v.:d,e CSS � C � S • . r •.. � c.S� -P p i•.. m zQSN r•.' x d.e W z O p °;i•.. =2E717 C: 7Q r.a rn °; i •.. x p m r •. ` 070 E :i••` c� z x d;< 710kk vi. VT o x x N C5-, c5� � R° L. < L� ,5 C� 0 5 r m - n x rn =7;3 Z - m -, c1� OAC z 3 ; mOD 0 K �p 17—° m "� a m 1 rn m z m r -': m o D C p Cel in m Os m D R M O Z H IN N ° v m O Q '+ REG CD 151F4 } 4 �d Q 'N VI p, Q �• n < i u o � N `✓\ � tl33Nl ON mC z � 7Q l4 � O Crz i 'w V+ z O ZE S A O Z Z C p p 7Q O 7a x 7a d;< C5'� Z J •. . rn O t:a C v.:d,e CSS � C � S • . r •.. � c.S� -P p i•.. m zQSN r•.' x d.e W z O p °;i•.. =2E717 C: 7Q r.a rn °; i •.. x p m r •. ` 070 E :i••` c� z x d;< 710kk vi. VT o x x N C5-, c5� � R° L. < L� ,5 C� 0 5 r m - n x rn =7;3 Z - m -, c1� OAC z 3 ; mOD 0 K �p 17—° m "� a m 1 rn m z m r -': m o D C p Cel in m Os m D R M O Z H IN N ° v m O Q '+ REG CD 151F4 } 4 �d Q 'N VI p, Q �• n < i u o � N `✓\ � tl33Nl ON mC DAM & UNM 01116MICIN PROJECT ENGINEER CALCULATED/ DAT 'REVISED BY DESIGNED BY OWNER: P G t & Fe I y CHECKED BY DATE REVISED x cSN --i C V ;cam � L C WT, &A ■ • C x cSN --i C V ;cam WT, &A ■ • I e I I D• ♦" l^� ;v e 4 O ZO zi D• ° mto D, o DO 0 x� N — Cn . ro C� 070 0) \ w O o O o c zm — mz r� m z V� O vv "o D0 O — [1 I211 I60VN .0 b0, — r rn vs = R -b S O 70 e � C Cil x cSN --i C V ;cam di -On I � ■ -ia_Gsa� I� 2'-07° 61 O � m o � N D D m a e4 v CD �8 0 � 1 c e s 0 m -1 r < om m z GN n M a, W o tri x a,z '00 tA M L to !iO7 1� * PECISTE,�fo pA CD O m o n `O ad _ t Imp $ Pm 1�►� �a o 1O ,a2 13301,N9 m0 mD �r !n WT, &A ■ • I e I I di -On I � ■ -ia_Gsa� I� 2'-07° 61 O � m o � N D D m a e4 v CD �8 0 � 1 c e s 0 m -1 r < om m z GN n M a, W o tri x a,z '00 tA M L to !iO7 1� * PECISTE,�fo pA CD O m o n `O ad _ t Imp $ Pm 1�►� �a o 1O ,a2 13301,N9 m0 mD �r !n X-. 1111 .1111 v 4r, 0.10, 0 �n It : 0 ta in Z Wwwww O MMM (A 11� W w x W H Q :�I�I�I■I�I�I�I�1�1�101�1�1�1�1�1■1�1�1� O CaroLd in Z D J Y J V► W LLI U O E) X-. 1111 .1111 v 4r, 0.10, 0 �n It : ■■ W Z Wwwww O MMM 2 2X M6606 0L0VAf 10N PRS-fA8 TKU6606 ARRAN&OMONT PLAN V I OW Y- 1] 25" 1'-00.00" 2'-05.63 FOR -REDUCED PLANS aRIOINAL ? 3 USERNAME=>rdovoon 2X WOOD MOK CITY COUNTY ADDRESS SHEET TOTAL NO. I SHEETS 7127 Upper Palermo Rd Palermo BUTTEy Palermo. CA 95968 ���(/7oyLr ysi pCJR y+a .� 6-21-04 E55 /ONq� R2C STE ED Civ ENGINEER �O QpeF Ae �z .s. oaroa " 54059 m PLANS APPROVAL DATE ?ems stn// not be responslde fqr !lu accuracy *si I V I v oompleteness of e/xtron/c aop/es of JNs plan �f' 4 wt cY CAL �pQ�D�SSION� S. DAA No : C 54059 OF 6 Wwwww MMM 11� :�I�I�I■I�I�I�I�1�1�101�1�1�1�1�1■1�1�1� M6606 0L0VAf 10N PRS-fA8 TKU6606 ARRAN&OMONT PLAN V I OW Y- 1] 25" 1'-00.00" 2'-05.63 FOR -REDUCED PLANS aRIOINAL ? 3 USERNAME=>rdovoon 2X WOOD MOK CITY COUNTY ADDRESS SHEET TOTAL NO. I SHEETS 7127 Upper Palermo Rd Palermo BUTTEy Palermo. CA 95968 ���(/7oyLr ysi pCJR y+a .� 6-21-04 E55 /ONq� R2C STE ED Civ ENGINEER �O QpeF Ae �z .s. oaroa " 54059 m PLANS APPROVAL DATE ?ems stn// not be responslde fqr !lu accuracy *si I V I v oompleteness of e/xtron/c aop/es of JNs plan �f' 4 wt cY CAL �pQ�D�SSION� S. DAA No : C 54059 OF 6 90 rrA mi za zo v iC Auk 0 x x x x MAN Z( PROJECT ENGINEER CALCULATED/ DAT REVISED BY DESIGNED BY OWNER : Pat & Fe I y CHECKED BY DATE REVISED 0 A, r m o ` N D Z IA 3 z D m a v o wn ee o o $� � C y m c Zi O CSS \ [� tv � b� C 31 � C -Z N — O -O C> ---J�• Ln -A Cry tv — O -4z)cp ---i CNNcp -� C.� I� — O --O Q� --i ca--� o C� N — MCI n 7D mo M, mD z 7D — — C.� m C.� - '. ZZ. C� 7v Q5b' C� G1 D O [� S — +► +► C 0 CSS wa � �. o 7'Q - X 7 = 7a z >< — — 9 m C5"7- — — — O tv N >c yX C 7'0 Z -' 70 7,Q 7a 7a O CS> CSS z 713 Z z T n C T = = 1 � C.Sl CSS -r-- p 7a ::S--- D:: -7a 7a D. p 7a 70 O [� O -,- O Q X x = - '� = CSS C� O < Cl, Qs-� ;7\ 'kN\ C 7D 7p . Z Z ---P � — Cn Cn m — Cn [[� — =:E CSN [r 7a EM: >c >< T n Cr CSS O O — z <5N 6> [T O n n 9 7a C ar O Cn O O O O O7- \ Z 7Q 7Q 7 p Q O 7Z p I V O '� 7� O Q O O -P CS — n_ 7 3 O. O O ::9E9 Op 7D O , 7D 7D Cry 71Z 7a = L ri' 70 9 x >¢ 9 _ [�� S C� . X O CSS CSS CSS T'N m --a. X Z C1 IV Rt ;Z� x 71�3 [r m Cr 7D O 7p p, 7D 7D C — -' 70 7q Ga S O i n O (TM ar z iQ CSS � [n [r C571 7D p O >< 6- �zs O _ >c N _ C Z O Z '. Cam m N IV aw 70 77;3 \czs� Ocz-i 7a. >c = = 9 CSS n n m z [T Z � O K:5.,m 7Z C� — �O — -\ � � CSN 7a [� 73 z Cr csN Cr c Tm T T T .m �, o m V 9 �. m m m m m N V\ m m 7 m m T c c c� n —� m O--O — CS Cry -4 IV — — O O — IJ O 61,- - -4� -P -P. N O O CD. Cry 0�1 OP C� b- Z O C 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 O O O O 0 0 0 0 O O 0 0 0 O O (jl 0 0 0 0 A, r m o ` N D Z IA 3 z D m a v o wn ee o o $� � C y m c Zi O CSS \ [� tv oc 7D Z a m� >c o im rD FFn C� �.z D >< Q' o m m u 1 Q wo A H o o on Q o g+ a Gig? ck o LAI S C� 7D mo M, mD z � m ZZ. -< 7v Q5b' . 0 0 wa �. o z q% z �a v r)0 -00 -DO C A Z V , A, r m o ` D Z IA 3 y K D m a v o wn ee o o $� � C y m c Zi 8 p, J � D �o In Z ON Z a m� 1 c 3 C 0a o REGjs ROA Nin nm o m tit OZ Q wo A H o a `C' o g+ a Gig? LA Z m om ti o LAI „ff 111 �' tl33N1 �� mo M, mD Ir x L! W w > w o cm m W .4w c J Z W V0 U J N W UG U x LL 06 x ,. , *1 It , Z I 3 - 1 O A A A n Sv UNKWOUNO 1 1/2" EWQ I GAS GONOU I t a't '-'::::_..................._...-_....._.....::..-...... ...._...........:::..:�:..:?f OUT��T � �IGTNINCa ROGATION 5YM�0�5a EI.EGiRIGG OUM1, � L16Nf5 SWIfGN No fl�: CITY ICOUNTY ADDRESS NO. SHEET' 7127 Upper Palermo Rd Palermo BUTTE y Palermo, CA 95968 6-21-04 RE61$TEP,tD CIVIV ENGINEER Iz.q— ESS /aN9` .s. oar 54059 m PLANS APPROVAL DATE '• 1P -31-O s .I . G� EWQ166 166 OUM f MGA mss =,1fWbe rd5P0fWaafor fin aD�,ra� mss,, . IVI ,, * 6 E 3' A 60 V E HIM OO K E � E U A 110 N „ �der�ss of Wx7oMe oop/as d Wspan �f OF 2. U5E 412- GAGE WIKE #KOMEX* FOK E4GQ I GG OUtW5 .3. USE 414- GAGE W& }KOWt FOK EI 6GQ I GAI. 1.16Ht 5 i. 6AKA6E l I &H11 N65 15 At GM I N6 OF 6AKW . MW 04K . 000K5 A5 I NO I GAW ON ft PLANS ...... .. - ..... E vfKI Gn G I K -GU I t WAKW:". '. LIGHT 5W I f GH::':::., ii U PANES ::I, EI,EtK IAS OUt�Et .o —, ............ ::y;_.�.;':i......... 11/2" UGtKIGAI. GONDUIt ROM 6KOUN0 3-44 6AbE W& E��GTI�TI GAL 5U6-PANES X75 AMPS FOR REDUCED PLANS ORIGINAL 0 I 2 3 USERNAME =>rda oon I SCALE IS IN INCHES I ' I ' ' I ' DGN FILE=>'Dalermo.dan s. No. C 54059 Exp.: /')-j Op F- I.GTR I GAI. QUANT I T 10-6 ITEM MGKIM ON 0 QUANTITY . m NF1 100.0 2 N jr I.0 3 " 14 GAGE WI U - - -, *KOW 250' W 60X+ EA 1.0 4 I -60X KOM6X GONW OK - 10 JUNCTION 60X Q 1.0 5 W Q I.0 6 .o: o 20.0 x GIKGUII MAW` 60X. 75 AMP w 1.0 3 EW Q IGA� OU1W #PLUG# -- I2/60X EA 1.0 9 a EA 1.0 10 0 EA 4.0 11 EI. Q I GG S I GHT WfU46 EA 7.0 12 . E GQ I GG UWf AM GOVH #OUf W lo i -r loinm 9.0 13 I-0 JZ J Vl V C in Y U W U 3.'0 Ii EI. Q I GG OW 6W I TGH 4 PLUG GOV EK . X— 1.0 d x I.GTR I GAI. QUANT I T 10-6 ITEM MGKIM ON UNITS QUANTITY #4 -GAGE WIKE - - - - NF1 100.0 2 *12 GAGE W& - - - #KOMEX 250' PH boXj EA I.0 3 " 14 GAGE WI U - - -, *KOW 250' W 60X+ EA 1.0 4 I -60X KOM6X GONW OK - 10 JUNCTION 60X Q 1.0 5 I-6OX -1W16f LOCK W& GONWfOK EA I.0 6 JUNVION OR EA 20.0 7 GIKGUII MAW` 60X. 75 AMP EA 1.0 3 EW Q IGA� OU1W #PLUG# -- I2/60X EA 1.0 9 El.E QJ GAT. 6W I IGH - ONE WAY - - I VOR EA 1.0 10 UGR I GG 6W 11GH - ' TWO. WAY - - EA 4.0 11 EI. Q I GG S I GHT WfU46 EA 7.0 12 . E GQ I GG UWf AM GOVH #OUf W EA 9.0 13 6W fK I GAT. O GH1,5W 11GH GOV EK EA 3.'0 Ii EI. Q I GG OW 6W I TGH 4 PLUG GOV EK . EA 1.0 CITY COUNTY ADDRESS HE ETI TOTAL NO. SHEETS 7t27 Upper Palermo Ra - Palermo BUTTE Palermo, CA 95968 t to �'r.,- ss1. DUB a,,, ✓ 6-21-04 POFE55, RE I TEF; D C I V I ENC 1 NEER A �y .S. Do i PLANS APPROVAL DATE a �2 —31— 31 a * 0 marts stall not be rasponwWwo for no accuracy sj IVI v owwar&rss or electronic owes of tots plan 4? q, • ^ser• cu No. C 54059. Exp.:—� �-1 V 1✓ CA FOR REDUCED PLANS ORIDINAL 0i 2 USERNAME=>rtlayoan SCALE IS IN INCHES I 1 i DGN FILE =>oaierna.tlgn 9 le- x x x � x I �� OOIJ�iRIJCjION PROJECT ENGINEER CALCULATED/ DATE REVISED BY " < DESIGNED BY 4 WNER : Pat & F e I y CHECKED BY DATE REVISED f N a r m s■ i . RFGIS� i M z ii 346' :1 ................................... .- pR6GEFF1v CEN�-...-.._-..._..-------- .- ...... _. CREEK -- a.: t ..p ;ly sir "Z ill^ ,t :i ........................ ,In m ....................... . t O...,.. .: d r d CD -4 C G n O � 'O C-0 N m T O O• � 4n o G d v a O Mo. z o t D - C) i D i . RFGIS� ?� M z 1 O b ° .........-.......i.n a 1 , e• w o 0 Fp-•' P, CA! ; At a �... - :........_.......... _ w .............:::. ..., _........:....... ... ............................................................... .................. .:IS....v... �........ ..... .............. .. t...1.Z...Y..........v.C................................................................................._........................................................................................... _.. .............••....•.•.......... •...... •.••..........•...•. •.......•...............:..•......•....:f.....:..........'..,..................:......:... •.•.\.•.: •.•...••...•...................•..••..••...•.•.....................•.....•...••............................•...•...............•..••..••.•.......................••......................••.. UPPER PALERMO ROAD f ................................................................................................................................................................................................................................................. ...........................................................................-«......................._._....................}..u...................................:...............................__.._...... ................................._.................................... .......... ................................................. : z .. -. d r d CD -4 C G n O � 'O C-0 N m T O O• � 4n o G d v a O Mo. z o t D - C) i D i . RFGIS� ?� M z O b ° n CA �b 0 w o 0 y r r m D nz a � � �g o 0 a r � S, D no m m Z z m m 9 m O` n c z m� �v °m D of o D:0 m 100 N �m °0 0 a x - x OAK TREE OAK TREE. - 36' 0" LJ a .W s............>........: : F - Q C . 3a PROPOSED EN ?LAN ING DIVISION - BUILDING PLAN APPROVAL Use: Date: g. L a«.a.................. .... .�.,a, , �,,.,,......-.....-......-..•---•------•-- Other. Signatgre: DING F cifico & FeliSo R. DAYOAN 27 Upper Palermo Road lermo,'Colifornia 95968 CITY I COUNTY ADDRESS "NO. STH NO. SHE 7127 Upper Palermo Rtl Palermo BUTTE -Palermo, CA 95968 6-21-0`�ww aaF ESS/ RE I TE D CIVI ENGINEER Dov aN9( S. oa " z PLANS APPROVAL DATE _ -059 A * l2-31-0 IeMs slU// not be responsible for !/w accuracy ml I V I p conpleleness of electronic copies of lois plan 9r!•� )set OF CAL 24'-6" F 4�O 5' 25' 132' --- •--------------------------�.. : .----..,........---- O. � ... r r...; SI = ............................ FRUIT EUQLYP1l�S ` L� FRUIT OG 4 00 GARAGE BUIL N TREE TREE >Q - ..........I E 14' �• '. o >• : , L .......... \ 'D D Sin 11ENT.TIox rwa ,OAK TREE'': ` l� TREE I Illllllllllll ... D nnuuuul � . D -• lllllllllllll uulunuu - •..' D . lllllllllllll �. W lllllllllllll OAK TREE.' 2 Illllllllllll . r 11111/lllllll i D. = nnluuulr , . . � rulnnnw , W lllllllllllll '' Illllllllllll • •. D • lllllllllllll ii 'd' • Z Illllllllllll ' lllllllllllll unnuuul p• w' nuunuul ' ""1•Hflllllllll 0: luniliu111 'i D . ' llllllllllll) OAgll7ppdE/ff/l; : OAK TREE _ llllllllN111 i �. nunnnrit` D . .. .-.....---......... y.............. ........ EN ?LAN ING DIVISION - BUILDING PLAN APPROVAL Use: Date: g. L a«.a.................. .... .�.,a, , �,,.,,......-.....-......-..•---•------•-- Other. Signatgre: DING F cifico & FeliSo R. DAYOAN 27 Upper Palermo Road lermo,'Colifornia 95968 CITY I COUNTY ADDRESS "NO. STH NO. SHE 7127 Upper Palermo Rtl Palermo BUTTE -Palermo, CA 95968 6-21-0`�ww aaF ESS/ RE I TE D CIVI ENGINEER Dov aN9( S. oa " z PLANS APPROVAL DATE _ -059 A * l2-31-0 IeMs slU// not be responsible for !/w accuracy ml I V I p conpleleness of electronic copies of lois plan 9r!•� )set OF CAL 24'-6" F 4�O 5' 25' 132' --- •--------------------------�.. : .----..,........---- O. � ... r r...; SI = ............................ FRUIT EUQLYP1l�S ` L� FRUIT OG • D to ' 3 D w W D i� LO LuCt D o' D FRUIT FRUIT �Ew_ TREE TREE [V ' D 1 TRANCE ......... ............................................................ FOR REDUCED PLANS ORIGINAL o i 2 3 CPA1 C VC iY 1MPYC! , i , . , I. 5459 :• m TREE TREE >Q OF L / (V \ @UCALYPTUS ` l� TREE I - i----------------------------------------------------- I � \ AK TREE Ak • •. e�liif bjigfiiW ii 'd' • Z to w' I 0: z 'i .... o ;�o....... o _ :_ " Cr .. .-.....---......... y.............. ........ • D to ' 3 D w W D i� LO LuCt D o' D FRUIT FRUIT �Ew_ TREE TREE [V ' D 1 TRANCE ......... ............................................................ FOR REDUCED PLANS ORIGINAL o i 2 3 CPA1 C VC iY 1MPYC! , i , . , I. 5459 y...........1.1 TREE IEUCALYPTUS = E ...................................................... TREE l 1 ' E�U CXC4P TUS FRUIT FfITTRgE FRUIT FRUIT FRUIT FRUIT t TREE TREE TREE TREE TREE....=--•.TREEa...-........>............ .............--.......... f .................................................. :.................................................................................... 111 NORTH VILLA ROAD SCALE: 1 30'. USERNAME=>rtlayoan :• c TREE TREE >Q OF L @UCALYPTUS ` l� TREE I - i----------------------------------------------------- � Ak o Cr a- Q a �. CC Ell ALYPTIi \� a � ' \TREET� . \ v ELI&L*US y...........1.1 TREE IEUCALYPTUS = E ...................................................... TREE l 1 ' E�U CXC4P TUS FRUIT FfITTRgE FRUIT FRUIT FRUIT FRUIT t TREE TREE TREE TREE TREE....=--•.TREEa...-........>............ .............--.......... f .................................................. :.................................................................................... 111 NORTH VILLA ROAD SCALE: 1 30'. USERNAME=>rtlayoan :• c >Q 2 PROPERTY LINE t rim Owl ............ ...................... ........... 7...*�7:..*::.*.*.7::::,::.,: ................................................................ 7 NORTH VILLA ROAD I ... : . ........................................................................................................ .................................................................. APP RoVet) Butte co un e Environmental ;? eat Igna ure ............... 0: 4 CL: LLJ: �' ........................... iL 7 ........... ::7 ........... ................. ........................................................................................................... NORTH VILLA ROAD ...................................................................... . .....•........................... ........................................................................... 630, SCALE .100 ly, PA�:F!R!08 R8AB 77-7, i�511 F"ll ........... 0: 4 CL: LLJ: �' ........................... iL 7 ........... ::7 ........... ................. ........................................................................................................... NORTH VILLA ROAD ...................................................................... . .....•........................... ........................................................................... 630, SCALE .100 SCALE .100 V- .,OAK TREE,: �to OAK TREE,' ......i 24'-6" APPROVED Butte County Envilronmen Health a Signature OWNE. st Fe a 1 se 4k---&AYOAN ......... ADDRESS: 7127 Upper Palermo Road Palermo, California 95968 25' 132'-6" ................ . ............ ............ . .......... . . .......... ............ ...... ....... ..... .... ...................... ............ ......... . ......... EU9 S FRUIT ........... v TREE TREE cli L ............. . ............................ i ...... EUCALYPTUS : TREE .............. ....................................... AK TREE PROPOSED i i GARAGE WILDING < 14' .............. T. ............... ............ 0 LLJ Z D 4' A .4i - i ......... X. SMIMENTATION .. ! ............ : T- ,;OAK TREE':LU .............. 4 4 WnmnnT--* ': unuunul Z:. 0: Ir A. 0 .......... OAK TREIllllllllll E,1111111111 .' N'; t OAK TREE Q I111111111111 OAK TREE-: "` lllllllllllll lllllllllllll 1111111111111lllllllllllll O OAK TREE AK TREE % Z� . ............ I ..................... ............. ............. ............ . ............. ............. ............ . ............ . ............. ............ ............ . ............ ............ ....... *. ..................................... I . .............................................................................................................................................................................................. ................................................................................ .......... ......... t LW D '4 j u-1 1EUCALYPTUS................................................................... Ak CL (L flTL* EI;L- 4 ...... ........... ...\TREE E J. .. .................... TUS c� TRk:E FRUIT FRUIT ................................................................................ J, 1EUCALYPTUS................................................................... TREE LO TUS c� TRk:E FRUIT FRUIT FRUIT- FRUIT F T FRUIT ; '11 TREL*� J: TREE T§jft TREE . ....... ........... ............ ........ ........... ............. ... ...................... . ............ . ............ . . ........... ....................................................................................................................................... ........ . .................. NORTH VILLA ROAD 7 s . .................................... .. ............. ........................................................................... SCALE, I' - 30'' . J, WARNING ! BCSI-B1 SUMMARY SH=fflU�IIDE FOR HA�VDLIING, IINSTALLIING AND BRAC�I�NG OF METAL PLATE CONNECTED WOOD TRUSSES GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to 8C I 1-03 rid o pod Practice for Connected Wood Trusses for more detailed information. Truss Design Drawings mays pecify locations of permanent bracing on individual compression members. Refer to the OUI-B3 Summary Sheet -Web Member Permanent Bracing/Web Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ning6n modo que identifique la frecuencia o localizacidn de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalaci6n y arriostre temporal de los trusses. Vea el f ijjeto BCSI 1-03 Guia de Buena Practica para el Manejo- Instalaci6n y Arriostre de los Trusses deMadera Cnnnectados can Placas de Metaloara para mayor informs 2l Los dibujos de diseno de los trusses pueden especificar las localizaciones de los arriostres permanentes en los miembros individuales en mmpresi6n. Vea la hoja res6men miembros secundarios (webs) para mayor informaci6n. EI resto de arriostres permanentes son la responsabilidad del Disenador del Edificio. ® The consequences of Improper handling, Installing and bracing may be a collapse of the structure, or worse, serious personal Injury or death. EI resultado de un manejo, Instalacl6n y arrlostre Inadecuados, puede ser la calda de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear ® gloves when handling and safety glasses when cutting banding. Empaques y placas de metal tlenen bordes m afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING - MANE)O QAllow no more No permits mas Use special care in than 3" of defiec- de 3 pulgadas de windy weather or tion for every 10' pandeo por sada 10 near power lines of span. pies de tramo. and airports. to 4�. to � s•mex. to .L a QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK .',tt QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o mas deben ser elevados con bloques a sada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubre los paquetes para prevenir aumento de humedad Pero permita ventilaci6n. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Spreader bar for truss bundles �O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. Avoid lateral bending. — Evite la flexi6n lateral. GDo not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or , ; -% ; : - _ _ 1'7f Trusses 30' or Espaciamiento del Arriostre Temporal de la Cuerda Superior less, support �i LI less, support at ` at peak. 8' o.c. max. quarter points. 8 pies maximo Levante 6' o.c. max. Levante de 6 pies maximo del pito los 4' o.c. max. 60 a 80 pies* los cuartos CONSTRUCTION LOADING — CARGA DE CONSTRUCCION trusses de 20 Q Do not proceed with construction until all bracing is securely information. de tramo los for Materials on Trusses pies o menos. Trusses up to 20' trusses de 30 pies o menos. Trussesup to 30' F Trusses hasty 20' temporal v permanente de Trusses hasta 30' i HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga Cada truss en posici6n con la gr6a haste que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pito los trusses de mas de 30 pies. _ff Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DELEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 _j1w truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30' Toe In �i���� Toe -In Spreader bar 1/2 to Tagline .IJ�{/E/—'�— 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreader bar A Attach above or stifibadc / is\\�1m x. max. mid -height _I -- Spreader bar 2/3 to — 3/4 truss length —� Tagline �— TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE ® Refer to BCSI-B2 Summary Sheet - Truss Installa- v kion and Temporary Bracing for more information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses Q y Arriostre Temporal para mayor informaci6n. 0 Do not walk on unbraced trusses. No camine en trusses sueltos. Locate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con Cada una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well If before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es pare todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' D.C. max. Hasta 30 pies 10 pies meximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. See BCSI-B2 for TCTLB options. Vea el BCSI-B2 pare las opciones de TCTLB. Q Refer to BCSI-B6 Summary Sheet - Gable End Frame Bracing• Q Repeat diagonal braces. Vea el res6men BCSI-86 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aquas• 1-7( Set first five trusses with spacer pieces, then add diagonals. Repeat IJ process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita Este procedimiento en grupos de cuatro trusses haste que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. . 10'-15' max. Diagonal every 10 truss spaces (0' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces every 10 truss spaces (20' max.) 10'-15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 ® Refer to BCSI-B7 Maximum lateral brace spacing Out -of -Plumb. 1/4" 1' i Summary Sheet Tolerancias para I 1/2" 2' 10' o.c. for 3x2 chords Fuel-de-Plomada. n1-3/8" - Temoorary and 15 15' o.c. for 4x2 chords Diagonal braces Permanent Bracino 10' of 1-3/4° 29.2' every 15 truss for Parallel Chord 1-3/4° 7' spaces (30' max.) Truss for more CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely information. and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres Vea el res6men BCSI-B7 - An"ostre esten colocados en forma apropiada y Segura. Gypsum Board 12" temporal v permanente de The end diagonal cuerdas trusses 'para brace for cantilevered palajl �s para mayor trusses must be placed Lateral braces / Informad6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION 17f Tolerances for Out -of -Plane. — Toterancias para Fuere-de-Plano. LJ Max. Bow Mex. Bow Max. Truss Length —► � � Bow Length it Len lh —►� Length —� 3/4° 12.5' Max. Bow 9 7/8" 14.6' Q Tolerances for 0/50 D (ft.) 1" 16.7' Out -of -Plumb. 1/4" 1' i 1-1/8" 18.8' Tolerancias para I 1/2" 2' 1-1/4° 20.8' Fuel-de-Plomada. n1-3/8" 22.9' o I Plumb 3/4" 3' Clay Tile ,el bob 4' i 1-1/2° 25.0' 1-1/4" 5' 1-3/4° 29.2' 0/5o max I 1-1/2" 6' 2" ? 33.3' 1-3/4° 7' 2" 1 > 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres Material Height (h) esten colocados en forma apropiada y Segura. Gypsum Board 12" Do not exceed maximum stack heights. Refer to BCSI-64 Summary Sheet -Construction Loading for more Information. No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construcci6n para mayor informaci6n. 11 ,j Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. i ALTERATIONS — ALTERACIONES QRefer to BCSI-B5 Summary _Sheet - Truss Damage. 3obsite Modifications and Installation rrom. Vea el res6men BCSI-B5 Danos de trusses. Modificaciones en la Obra y Errores de Instalaci6n Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permitido en et dibujo del diseno del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alteredos sin una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outilned are Intended to ensure that the overall construction techniques employed will put floor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or ErectioMlnstallation Contractor. It is not Intended that these recommendations be interpreted as superior to any design specification (provided by either an Architect Engineer the 9uilding Designer, the Erection/Installation Contractor or otherwise) for handling, installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood Truss Councl of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. AN - WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274.4849 • www.woodtruss.com 608/833-5900 • www.tpinst.org BIWARNIIx17 031125 iADVERTE N CLIA! HO)A RESUMEN DE LA GUI'A DE BUENA PRAGTICA PARA EL MANEJO, INSTALACION Y ARR•IOSTRE DE LOS TRUSSES DE MADERA CONEGTADOS CON PLACAS DE METrAL Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. i ALTERATIONS — ALTERACIONES QRefer to BCSI-B5 Summary _Sheet - Truss Damage. 3obsite Modifications and Installation rrom. Vea el res6men BCSI-B5 Danos de trusses. Modificaciones en la Obra y Errores de Instalaci6n Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permitido en et dibujo del diseno del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alteredos sin una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outilned are Intended to ensure that the overall construction techniques employed will put floor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or ErectioMlnstallation Contractor. It is not Intended that these recommendations be interpreted as superior to any design specification (provided by either an Architect Engineer the 9uilding Designer, the Erection/Installation Contractor or otherwise) for handling, installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood Truss Councl of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. AN - WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274.4849 • www.woodtruss.com 608/833-5900 • www.tpinst.org BIWARNIIx17 031125 iADVERTE N CLIA! HO)A RESUMEN DE LA GUI'A DE BUENA PRAGTICA PARA EL MANEJO, INSTALACION Y ARR•IOSTRE DE LOS TRUSSES DE MADERA CONEGTADOS CON PLACAS DE METrAL