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042-350-034
";Y0 7 ";F. 777777�- -77 "0' ��l w 00rr 0 i :PY ; .0 F:j IF 41 42 5-34 FRHARD ROWE Fi' �` 18 MASON, James 5 Glenn • Haven Drive - hico -. !ll-- - - - 31fi v Permit#153-86B(convert porch to add 1 2545P living area)SF ` 3132E. '-35-3 Lot 31; 1255 Glenn -Haven Dr., Chico 42-35-34 V _\.., 88-89B, E - - C01T R: M.A . Webb,, 773 Palmetto Ave . , Chico (new, single famil ) ROWE;,,Richard:" � 1 Y�-a-S4°1255• Glenn'Haco .2' hZe 6 05=343=9 EROWERicha1255Glennhco * tf trROWE, el'ec s` r F' Fes' i 42--35-34-,3151-91B. Richard 1255 Glenn -Haven Dr, Chico j21 (carpor_t/sf) -; i' b42-35-0-03'4 92'=01+13 Al ' ROWE , R I CHARD CONTR:' OWNER r p 1255 GLENN HAVENr,DR, :CH.I GARAGE CONV TO LTV: I NG 2. 042-350-034 02-0 �N/�LF ROWE, RICHARD ��Q Vy l 1255 GLEN HAVEN, CI II, -- j { ADDITION W/TOILET �E� IResidsm.4=►osL V�.l�i.►��ho� 042-350-034 05-09-74 ROWE; RICHARD 1255 GLENN HAVEN; CONT: PERFECTION POom, �,r % ' SWIMMING POOL MSIR 0 4 NOTES -22- - o2_ /1vo RESIDENTIAL Af 042-350-034 02-0743 ROWE, RICHARD 1255 GLEN HAVEN, CFIICO ADDITION wabit.,ur v JOB FINALED (Date) Awl Signature -7 SPECIAL C. NDITi6NS, 0 ....CHECKED SRA FLOOD CERTIFICATE REQ..;. , Nj„ `.FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS "VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Awl Signature 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch Gas; MH Test -Demand -Valve -Connector 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) Water; MH Test -Regulator -Connector 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 8. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cent. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS -CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh w 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. , Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 ✓=OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (S Date U erfloor (Plans) OK except #'s ani - etbacks- Easements- Flood- lope g., Main; Soils-Elec. Grnd.-/ Ftg. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Fig. Depth 5. Stemwall ain; Steel- Blockouts-Wrapped 6. Ste ails, Garage; Steel-Blockouts-Wrapped old 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- Vent s-Crippies 15. Access & Ventilation 16. Insulation ZZZI Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baff 18. Water Pipe; Test & Anchor -Nail Pro 19 D.W.V.; Test Fittings & n - ai rotection 20. Shower Pan; irs oor-Tub Access 21. e & Sh w , Second Floor -Tub Access 22.E e; Six & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shtingng.-Rfng� 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Root Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date I FINAL (Plans) OK except #'s ..Ext. Steps -Door & Sidelight Protection -Landings --01N.'ffmoke Detector rnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection -64-0EUroom Exiting & Bath Fixtures & Tub Access -Spa -95-Mec. Trim & Subpanel, Breaker Sizes & Labels 'B7''ST3irs & Rails 9t771replace or Stove, Clearance -Hearth IT -Mc. Outlets at Wood Panel, Int. & Ext. ?t-R'iT`Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ;19. Elec. Outlets & Receptacles at Kit. Counter 711-Mrage Fire Door; Swing -Landing -Closure Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection 7 Ib., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.1.)-Romex Protection _Z' D. sulation-Foam-Looked in Attic Guard Rails & Deck Construction -Post Caps 8-/Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. F (lowing Inslid./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No Stucco Brown -Finish --84--A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings -86,-Water Well, Disconnect, Electrical, Plumbing --e7'-ExTerior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House 62!�,Glass Protection ,pa-ft-Frections from Previous Inspections as Test -Meters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 9K E rgy Compliance Certificate -Other Certificates Address Posted Date Card B-1ate Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: w COUNTY OF BUTTE ..... , . . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE �ow�' Or?- 0 7 f-/ �_ OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. � I �7�,0 V1VG" /-G 6�rS %v 619:oo a d 6z4A,1 Date G 0 REV 10/92 Xr ri ✓:>st '., •tiro`" T COUNTY OF BUTTE BUILDING DIVISIONS DEPARTMENT OF DEVELOPMENT SERVICES'. - 411 Main Street •Chico, CA • (530) 89172751- • , x: 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE-. OWNER PERMIT NO. .t1 A routine inspection indicates that the following violations of butte countyOrdinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, . please contact this office immediately. -' P/lo l/ 9k L Gi%C-✓l ��/L �„ AA111Ja4-1 P1 /,90OR_ .y Xr ri ✓:>st '., •tiro`" T COUNTY OF BUTTE z BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891.275:1 .. 7 County Center Drive • Oroville, CA • (530) 538-7541 n CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is s completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. —A It REV 10/92 C1 _ COUNTY OF BUTTE,., BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the 4 above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. fI COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 1 0• (Rev. 12/96) APPLICATION AND PERMIT a ASSESSOR PARCEL NUMBER 042350-034 ZONING BUILDING PERMIT OWNER ROWS RICHARD TELEPHONE 893-2483 SO. FT. OCC. BUILDING VALUATION 6.5 sq m-rooF 390.00 . OWNER'S MAILING ADDRESS 1255 GLEN HAVEN CHICO CA 95928 546 Q—R 10,920.00 CONTRACTOR'S NAME Owner TELEPHONE 294 R 15,976-00 340 U 0-00 CONTRACTOR'S MAILING ADDRESS Cont esL 20,000.00 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 53 306.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 412-90 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1255 GLEN HAVEN CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 733.63 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 91-00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition (K Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: GARAGE ADDITION WJ'POILET Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE $ 71.00 ELECTRICAL PERMIT Fling Fee 20.00 a00VOR LE Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, III do the work, and the structure is not intended or offered for sale. _/<1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure -for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation pf one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith com ly with those provisions. X Date Signature of pp I ant - Owner ❑ Contrac or ❑Agent An OSHA permit is required for excav tions over 60" deep and • emolition or construction of structures over 3 stories in heigByA6E4;R�;r� Main Service TO I000A 46.00 WEE200A NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. aLns. 3.50 NEW CONST. MULTI.O UTLET NO..ESID. @7.50 POWEPPARATUS a SINGLER AOUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @'; 0 FIXED APPLNS. OR Ex. Occup. OUTLETS RESID. Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE S 61.30 MECHANICAL PERMIT Fling Fee 20..00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S 24.50 Mobile Home Installation Fee $ Energy Inspection Fee $ occ R3/4 CONST. TYPE VN TOJ4L FEE $ HAZ. I D. FEES IM I FLQX I C.D� I P EL PD D ISS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. / DZ D to [ 0 D3 Dete Receipt No. > WHITE-D.D.S.-B. C A Y -AS ESSOR PINK -IN P CTO G D N D -A P ICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET R OWNER: k4�d- 0LL%'�'Pe ASSESSOR PARCEL NUMBER �^ y/ Proposed Building Use:. �-� 2' Counter Technician: Date: Z /G Ite s r quired in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ,t lot plans, 3 or 4 sets, signed by the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. E3 3ngineered 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! ally-❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets. and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. `� T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate .....:.......................... ❑ 9. Plot plan and business license approval from the City of Biggs......... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other aining items needed to issue the permit. (May require additional plan review upon receipt of the following i s.) f. Fees as shown on the attached Schedule of Fees Due Sheet ................•....................... V O� 5. Statement of Intent for Non -heated and A/C Buildings ............................................. 16. Sanitation and plot plan approval from the Environmental Health Department in — 7� ,. 17. City of Chico Plumbing permit.......................................................................: 18. California Department of Forestry plan approval ❑ paid._, Se❑t ..................... ❑ 19. Planning approval for (A) Use: 011` (B)Parking: NW a el d7�'i�el . ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H. .. $ . ❑ 31. Other:�4 Irl t S When issued Telephone and hold or pickup. p�44n ✓lyllf ���, I have been infor do the a v s andefeauirements for obtaining a buildi g per it. z3. Applicant: te: 21/21713 ( ZAZ�%Z o c 1. Index permit application for the above items numbered: Ian Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by -❑ pho e, ❑ai , ❑ counter, by Date: Contractor, designer, owper, was advised of the glove data b ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: 'T' •0 Plans approved by: Date: Structural reviewed by: Date: Lo v; Structural approved by: _ Date-.:40�O-Z— Note transfer by: Date: r Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OWNER R"� e—. SCHEDULE F FEES DUE � - h�' TSEUILDING USE ILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ IG Zevised itional Fees Due ........... $Af Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES 1 G O (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 (paid at Building Division) Residential (per unit) . x _.= $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION+ AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER i A.P. # DATE RECEIgl # DATE REC - / W Boa 'A 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 Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) � tr �� .•y�� `".i->.�1r.,y'."„L.-r/t':.�--r.'-yn.,.,J.: �/Y.^..�.HIS::h.ri.r.-.."ra...v�:!'f'..Y.'.^r+.�'�-.,.r*�.�ti...�.`-•11 ,. �.r•��",�, ,.. , �. COUNTY OF BUTTE r DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION s; 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 I Y• OWNER SCHEDULE F FEES DUE , I G ► l a. r A.P. # l PROPOSED BUILDING USE 'r 1. BUILDING PERMIT FEES�, -- Balance _Due ................ $ %./6' - '' r _ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ ��> Cp • J -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES C O (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 (paid at Building Division) 1 Residential (per unit) . x : = $ '. #Units Amt. Commercial (sq.ft.) x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FUZE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC -FEE $2500.00 (paid.at Building Division) 10. OTHER DATE RECEIPT # I WDATE EC� 9?' 6�wq t 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 checkitig.process. f APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9; and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may , protest. The requirements for a protest are specified in Government Code Section 66020(a). , Original -Building Div. 2nd Copy - Applicant 3rd Copy Owner (Rev. 2/97) ir��y°.....r�j�%rr-...;rf,.�.'�...�-%`-^�'t--^�'i`--�.=�.,.r��'���v.•-:�-:.L'`.�-...�-"`".""'1�"�.-«•-�^%'v-+.�C,=--o,_...-�-.'-:«':4�.:,..�-�y�,,,,.Y,r,..�..-,._... , _, COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF RECEIPT OF FEES ULJ'e OWNER l �-�`�. 6, rJ A.P: # - ) (` IN PROPOSED BUILDING USE DATE i RECEIPT #/ DATE REC f _ 1. BUILDING PERMIT FEES r�' � f r , � j� "'n* � f f -- Balance Due ................ $ f,'�.-J� -- Additional Fees Due ........... / --.Additional Fees Due ........... $ t } `i _jj -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units s Commercial (sq. ft.). x $0.03 = $ 4, URBANAREAFEES (paid at Building Division) Residential (per unit) .' x = $ #Units Amt.', Commercial (sq.ft.) .. x =$ _ 1 Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK ^' $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at` Building Division) 9. CSA'87 TRAFFIC-FEE_$2500.00 (paid at Building Division) 10. OTHER 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 J \ Pursuant to Govemment Code'Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the -above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy -APPlicant 3rd Copy -Owner (Rev. 2/97) PROJECT PROCESSING RECORD Applicant: Owner: A.P. #: (9 3 Permit #: o`� — O?`73 Work Description: Date Description of Step or Status pj-� Zo - oz- UU1 l- S- zo �- �0 C-cx� - J1 'Q .1. 02 d� �.CIZA- c- — i fb CMZ; co •gq3-a(/83 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: VMU-t--1- Building Permit Number: Plans Examiner: Martha Christy A. P. Number: . ��� 3 GENERAL: 1 ` 1. Zoning requirements - (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. . ,1/ � 2 ���. 4. Existing violations on the property. 5. Recorded notice of violation. ! 1%o C/v� �`�i 6. Building permit valuation. J /2 PLOT PLAN:i'�� (. 1. Complete parcel size and dimensions. . ,Q 2. Setbacks, side yard, easements, etc.'1 3. Other buildings or structures. i�� �, �ku 4. Grading, fills and/or drainage. G y _ �t�/✓ 5. Flood hazard. t , 6. Special conditions on Parcel Map: i Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). 7. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 8. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9. Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 1 I . Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 2. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13. Wood stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2). 14. Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 (JJ VA . 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a tool net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating writh the components during conditions of flooding. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). 2. Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy, design compliance and supporting documentation. 13. •CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing letter. Page 2 of 2 • �%3 T rF • ``` °0 RESIDENTIAL PLAN ° .` REVIEW GUIDE °.. c SINGLE FAMILY, DUPLEX AND [+.. �•1 MISCELLANEOUS ONLY Owner: (�OWC Building Permit Number: d 2,0743 Plans Examiner Martha Christy A. P. Number: 0 a - -3j s0 - 0'j� GENERAL: I0G;n�, ,e Zoning requirements — (number of permitted living units). OPlans signed by the designer. �. Proper description of work on the application. 4. Existing violations on the property. 5 Recorded notice of violation. is b.I Building permit valuation. LOT PLAN: J 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. -> - 5. Flood hazard. 6. Special conditions on Parcel Map: Cyj C Noise ❑ SRS ❑ Fire Sprinklers ❑ Water Tender C3�c and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. S. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). /( Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). ,d Skylights (Uniform Building Code section 2409 & 2603.7). ,' Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest aroiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). ,8 / GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). / Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). ,iFuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). glGarage firewall separation - required on garage sickincluding supporting walls and posts (Uniform Building ode section 302.4 exception #3). O f G Apia r) Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.1). Wood stove location - Alcove — UNIC section 205 confined space & 223 Unconfined space & 304.2). y4� Smoke detectors (Uniform Building Code section 310.9.1). �t1D�e Y larl Pagel of 2 (� r -o -V k e,od e,e jqav� , exhror c25- ,�n^ � t ferry or 15. Water closet clearances (Uniform Plumbing Code 408.5). ( axt&w 1424W 16. Shower compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient sizet support all loads (Uniform Building Code section 1806.3). �r�_ �Q UCTURAL DETAILS: T► r raced wall panels shall start at not more than 8 feet fromeach end of a braced wall line. Braced Wall panelsust be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall Imes must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. ' 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). I 5. Floor construction details complete enough to construct building. -a"p o i de Elevations and wall construction details complete enough to construct building. nM _ �o 10 Roof construction details complete enough to construct building. P� 8. Fireplace construction details and calculations if necessary. . / at 21/r 9. Garage door header size(s). c�-C.1' n 10. Porch header size(s). V i&O Ar glia /Wj 11. Typical header size(s). - Q/,� 0 12. Stud heights.04&tV �� 13. High expansive soil - special foundation design req ' ed. - rt?r/q Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 7. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). 2. Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15 -B -I& 2, 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 09- e �� 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). �C Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 • NorthStar ENGINEERING Civil Engineers • Planners • Surveyors NorthStar Engineering Job No.: 7797 • TRUSS DF,SIGIN STATF,MF,NT I have reviewed the truss submittal for the Rowe addition located in Chico. The purpose of my review was to insure that the Truss Designer used the proper gravity and lateral loading where required based on my analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did not verify the structural design of the individual trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Signed,' Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE , CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 I PLAN•REVIEW RESPONSE F(& .n order to expedite the review of your plans, please complete the following information and return this form with your te.sue gug If -his form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There =92 be a valid :sponse to every item requested in our plan correction letter. "By others" is not considered a valid response.- Piease your -sponse to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIG NAL pLMS, DWNERS NAME . - - _ DATE: -- ASSESSORS PARCEL NUMBER RESPONSE FORtPLAN CHECK LETTER DATED: _ a PLAN CHECK ITEM f1 r RESPONSE BY: Owlc-HEUEV LOCATION ON PLANS/CALCS: :OMMENTS: t { • �r J I ?LAN CHECK M 2.• RESPONSE BY: Ow�E�L LOCATION ON PLANS/CALCS: .L �OMMEN I ?LAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: 20MMENTS: I PLAN CHECK ITEM # 4=: RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: I PLAN CHECK ITEM p RESPONSE BY: LOCATION ON PLANS/CALCS: 45 COMMENTS: RESPONSE FOR :PLAN CHECK LETTER DATED: RESPONSE BY: v�7 PLAN CHECK ITEM # RESPONSE BY; - LOCATION ON PLAN yCALCS: A ~ . COMMENTS. PLAN CHECK ITEM N RESPONSE BY: v�7 LOCATION ON P�1{�NS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEfMJ# RESPONSE BY: LOCATION ON PPLLANS.!CALCS: COMMENTS: , PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM # 1 RESPONSE BY: LOCATION ON PLADISICALCS- -Z CAVC_`i COMMENTS: 0 0 PLAR REVIEW RESPONSE FM .n order to expedite the review of your plans, please complete the following information and t+eturn this form with your re submittal. If :'Lis form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. 13ere must be a valid -esponse to every item requested in our plan correction letter. "By others" is not considered a valid response.- please hus your .sponse to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND 0R1MP4AL PLANS. DWNERS NAME (( _ DATE: ✓'C 4 c1, (J(jt__� :3 O Z ASSESSORS PARCEL NUMBER PERMIT NUM)BER 1ESP PLAN C DATED: PLAN CHECK ITEM # RESPON BY' LOCATION ON LAN ALCS: -OMMENTS: PLAN CHECK ITEM # 3 RESPONSE BY: LOCATION ONLAN ALCS: e2. COMMENTS: PLAN CHECK ITEM # + RESPONSE BY: I I LOCATION ON PLANSICALCS: COMMENTS: Lo .—. UJe PLAN CHECK rTEM # RESPONSE BY: LOCATION ON NSI AL A --I 1 2 IRESPONSE FOR PLAN CHECK LETTER DATED: I I PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANSICALCS: I PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: , PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMAENTS: May 23, 2002 Richard Rowe 1255 Glen Haven Drive Chico, CA 95928 C� • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 042-350-034 Building Permit Number: 02-0743 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Person responsible is for plans are to sign the plans. OC( MSIC —rO Sl Remove diagonal bracing from the elevation views. You cannot install diagonal bracing per code because diagonal bracing per code is not allowed in Seismic Zone 3. A lateral design has been provided for the entire. Garage firewall is shown incorrectly for both location and requirements. Firewall is to be located on the garage side and because of the configuration of the garage and the trusses -all walls and the ceiling must be covered with 5/8t''s Type X sheet rock. 4. Owner is to fill out and return the detached accessory building form. Type of workshop is to be noted. Section view is to detail construction components -that is the purpose Provide size of framing members on the section view. Site where section view is taken through building is to be noted. If you wish to discuss any of these requirements, please..call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. _ Martha Christy Plans Examiner 1 of 2 Bull, cje.'Jito is ///)�5 4,oJ64- ev 2 of 2 May 23, 2002 Richard Rowe 1255 Glen Haven Drive Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 042-350-034 Building Permit Number: 02-0743 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Person responsible is for plans are to sign the plans. 2. Remove diagonal bracing from the elevation views. You cannot install diagonal bracing per code because diagonal bracing per code is not allowed in Seismic Zone 3. A lateral design has been provided for the entire. 3. Garage firewall is shown incorrectly for both location and requirements. Firewall is to be located on the garage side and because of the configuration of the garage and the trusses -all walls and the ceiling must be covered with 5/8t'7s Type X sheet rock. 4. Owner is to fill out and return the detached accessory building form. Type of workshop is to be noted. 5. Section view is to detail construction components -that is the purpose Provide size of framing members on the section view. Site where section view is taken through building is to be noted. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner 1 of 2 • 2 of 2 April 19, 2002 Richard Rowe 1255 Glenhaven Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 042-350-034 Building Permit Number: 02-0743 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: Person responsible for plans is to •sign plans. OExisting garage is now shown on the plans as a workshop -occupancy classification for this 2. structure is now residential with attached garage. Please revise your detached accessory building form and describe what type of workshop this will be. A garage can be used as a workshop but if a structure cannot be used to park a car, then it's occupancy changes from garage to residential accessory use and code requirements for residential use will apply. Provide a contractors estimate for the remodel work to the existing garage. C4.) A firewall must be provided between the new garage area and the residential workshop space. Note on the plan firewall assembly requirements. Provide section view through this structure. All construction details are to be noted. Provide a full foundation plan with required steel, top and bottom, in the footing. Remove previous plans for existing garage from this set of plan. Previous garage was built under a different code and requirements have changed since its construction. Provide full general construction notes for concrete and wood framed construction and notes current edition of codes. Provide attic access. Provide all elevation views of this structure, not just the two currently shown on the plans. H rovide three sets of your plot plans with correct configuration of the structure. �.rovide braced wall panels both interior and exterior as required by current code. Let -in bracing is no longer allowed by code in this seismic zone. For areas of this structure which do not meet requirements for bracing -such as the front wall at garage door, interior as presently designed and wall lines which do not continue through the building, a lateral analysis will be required. A licensed professional must do the lateral analysis. Two sets of calculations and plans must be submitted, these calculations -and plans must.be stamped and signed by the licensed professional. 1 of 2 If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner 2 of 2 NorthStar ENGINEERING COLEngineers • Surveyors Inspector's Daily Report Job No. 7797 Date: November 18, 2002 Page 1 of 1 Arrived at the job site at 3:00 pm for special inspection during installation of epoxy -grouted RFB#5x16s into concrete footing. There were a total of 4 dowels located at the southwest end wall of the existing building at the Rowe residence located at 1255 Glenn Haven Drive in Chico. A X/4" 4" diameter hole had been pre- drilled to a depth of 12" at all locations. Simpson ET22 epoxy was injected into each the hole in sufficient quantity to cause exudation of the grout when the dowel was inserted to a depth of 12". The dowels were rotated during and after installation to insure good contact with the epoxy. Based on my observation of the work describe above, it is my opinion that the installations were done . in compliance with the manufacturer's recommendations. Departed the job site at 3:30 pm. Inspected by Jeff Richelieu, PE 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 1 FAX -893-2113 e BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM _ (One form per Building) School District 0,4k4C 0 6-t;, CL Building Department No. ct A.P. Number ow ' 3!5003 Jurisdiction: City County Property Owner Property Location/Address { 47-J U21 M"V, Subdivision Lot No. ...............................................................................................:.................. Q { Residential Development e v Sq. Footage_ No ofrLiving Mobile Home Additi a/ 'Supplemental to (Group R) < Units Installation Conversion Permit # t ........................... '(No foundation inspection): ...... .......... ''Commercial ,/`: �F '� �. Sq:.Footage New Addition (Including Exterior n ^V ,t ,,--11 Roofed Areas) Building Department Representative .5123'02,. Date moor rians reviewea Dy bcnooi uistnct versonnen District Identification No., ox D School District certifies that (Appli nt) (Street Address) (Phone Number) Au 10 91?q,61? (City) has complied with the requirementsofResolution No (nt representing V � square feet. r School District Representative Paid by Check # / Remarks: (State) / / (Zip Code) by payment of $ 7.,%2 _60 AB 2926 $ FULL MITIGATION. $ --A A Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will, not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use.. Exception: Garages and Carports. ` 53 o Owner:-9Gl1 (J` (/G✓� _. Phone: 6-,C/ ?—R to 3 Mailing Address 1a�J— ��-jl e�j� >1 Site Address: ��)G'ww C--. 1 Assessor's Parcel Number: {2 �� �� Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Is the structure already built, under construction, or under notice of code violation? Yeso Yes [�]�No U'2. 3. Will items produced in this building be offered for sale? Yes ❑ No / 4. Will the public have access to this building? Yes C3No 5. Will any advertising, on or off site, be associated with the use of this building? ❑ No Q/ SITE CONDITIONS: ,Yes / 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes C3No ❑/ 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9. Will the proposed structure encroach within any recorded easement? Yes CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes11. eNo Will this building be heated or cooled? Yes 12. Will this building have a water closet/toilet? Yes ❑ 13. Will this building have a sink? Yes❑ 14. Will this building have a water heater? Yes Q�No ❑ 15. What type of floor covering will the building have? 16. What type of wall covering will the building have? OVER .4 6 ,a, 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. ❑ Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse , ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room❑ Sun Room E]Private Office ❑ Workshop ❑ Home Occupancy' ❑ Other — Use = Describe type of Workshop Must be approved by the Bute County Planning Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. O«ner's Name: Please Print Owner's Signature: Date: 2of2 0, �_ 08/05/02 WED 18:35 FAX 5308935888 TOWN CARPET 0 002 Jun 05 02 03:33P P.X, PROPOSED USE: (check only one box) I . ❑ Residential Storage Shed — I will be storing in this building and it will not ed for any other purpose (no bathroom and no heating or cooling). 1. rivate Garage — "A building or a portion of a building not mote that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept" A cosec door is required. 3. ❑ Residential Carport — A covered stricture intended for parking of vehicles. Two or more sides must be enurct en. 4. esidential Occupancy -- Structures meant to be occupied, as opposed to, a storage shed garage, or carport If you checked 04, pl the lues below which best fit this building. ❑ Guesdiouse WoQwiouse [] Studio Apartment ❑ in-law quarters El Recreation Room arae Room ❑ Study ❑ Library 0 Bonus RoomP oom ❑ Den El Studio Q Artist Studio obby Room ❑ Craft Room [] Sewing Room ❑ Canning Kitchen Music Room ❑ Family Room ❑ Sun Room Private Office orkshop ❑ Home Occupancy = Other — Use 1. DacriheryprerwoA.xup /NUJ )` (( Mu�l be epP�v.ed b� �e Beat Cewn Plw�ing Di•iaiaf. Explanations: "Itis area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started unItiUbis form is completed aniciv d. A Plans Examiner wiU contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. 1 understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. 1 understand that Rcal Estate Disclosure laws requite disc)sure of this information ifJor�when the property is offered for sale. Owner's Name: Please Printfie% Owner's Signature: v Date: ^� 2 of 2 Y NorthStar ENGINEERING Civil Engineers • Planners • Surveyors STRUCTURAL CALCULATIONS PROJECT: Shop addition LOCATION: 1255 Glenn Haven Drive, Chico, CA 95926 OWNER: Richard Rowe JOB NUMBER: 7797 DATE: May -02 CODES: California Building Code, 1998 Edition 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 CODE ENFORCEMENT: Butte County Building Department c LOADS: Seismic Zone: 3 Pf. 16 psf. O Z—O % 3 'OM C Wind Speed: 75 mph Exposure: B (Method 2 LWILO DEPARTMENT Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A) ®P P K O V G D Min. Footing Depth: 12 inches 0 Zfj(, NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations- and/or details are designed by others and are not the responsibility of NorthStar Engineering. Page 1 of 2 2 J3v/LQ/NG I�Ef�� 1' BY: SM / JR DATE: May -02 JOB NO: 7797 PG. 2 of NorthStar ENGINEERING PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 GRAVITY ROOF: ROOF SHINGLES 2.5 psf LOADS OSB OR PLYWOOD 2.0 psf 2.5 FRAMING 3.0 psf 0.16 W INSULATION 2.5 psf * 0.36 * 1 GYPSUM WALLBOARD 3.5 psf 0.04 W MISCELLANEOUS 1.5 psf * 0.0 * 1 / DEAD LOAD 15.0 psf Max sw%= SNOW LOAD (Po 16.0 psf. UseV= TOTAL LOAD 31.0 psf LATERAL SEISMIC: Zone= 3 LOADS R= 5.5 FOR WOOD STRUCT. PANEL WALLS Soil type = SD FOR STIFF SOIL PROFILE r(max) = I=. 1 PER UBC TABLE 16 - K 0.71 Ca= 0.36 PER UBC TABLE 16 - Q 2 - 20 / (r -max * (Ab)^0.5) Cv = 0.54 PER UBC TABLE 16 - R Ct = 0.02 FOR ALL OTHER BUILDINGS hn = 14.0 ft T = 0.14 secs V= 0.54 *1/ (5.5*. 0.14)= 0.68W Vmax = 2.5 * 0.36 * 1 / 5.5 = 0.16 W Vmin = 0.11 * 0.36 * 1 = 0.04 W For seismic zone 4: ' Vmin = 0.8 * 0.30 * 0.0 * 1 / 5.5 = 0.00 W Max sw%= 50% UseV= 0.16W Lw = 7.0 ft AB = 1175 ft^2 r(max) = v*(10/Lw)= 50 % * 10 / 7.0 = 0.71 p = 2 - 20 / (r -max * (Ab)^0.5) = 2-20/ (0.71 * 1175 ^0.5)) = 1.18 E p * VW = 0.19W PER UBC EQ. 30-1 NETFORCE= 0.19W/1.4= 0.14W WIND: EXP = B SPEED = 75 mph Cq = 1.3 METHOD 2 DESIGN qs = 14.5 psf PRESSURE 0'- 15'= 0.62 Cq*qs*Ce = 11.7 psf 15'- 20.'= 0.67 = 12.6 psf 20'- 25'= 0.72 = 13.6 psf 25'- 30'= 0.76 = 14.3 psf 30'- 40'= 0.84 = 15.8 psf BY: SM / JR DATE: May -02 JOB NO: 7797 PG. -�, . of NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All waterproofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the *engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. . 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY. DATE: JOB NO: PAGE OF NorthStar CMI Engineers - Planners - Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 I 11 ks'-4 r,7T,2--w. --�j P, , AcG ;:OU O� k. B,;T z, -i. �;,M: c'A.T:c, . -1�17 �s z I 11 ks'-4 r,7T,2--w. --�j P, f--* k. B,;T z, -i. �;,M: c'A.T:c, . -1�17 > AI 5— elb I 11 ks'-4 By: SM / JR Date: 5/14/02 Job No: -7 -1 19 Page S of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid 1 INDICATES LENGTH OF DIAPHRAGM_ WITHOUT SHEAR PANEL, TYP. L1 I, Lsw1 I, L2 I,Lsw2 I, L3 L1 = 0.0 ft Lsw1 = L2 = 0.0 ft Lsw2 = L3 = 0.0 ft Lsw3 = L4 = 0.0 ft Lsw4 = L5 = 0.0 ft Lsw5 = L6 = 0.0 ft 10% LENGTH OF SHEARWALL (LswTOT) _ TOTAL LENGTH OF WALL (L) _ NorthStar ENGINEERING. 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 I Lsw4, L5 I Lsw5 L L6 ® H / W ratio 21.0 ft 0.43: 1 0.0 ft 0.0 ft 0.0 ft 0.0 ft 21.0 ft WALL HEIGHT = 9.0 ft 21.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT. LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHRAGM 25.0 ft 20.5 ft 15.0 psf 11.5 ft 513 ft^2 37 Ib/ft 51 Ib/ft 10% PARALLEL WALL 42.0 -ft 9.0 ft 10.0 psf 4.5 ft 378 ft^2 180 Ib/ft 25 Ib/ft 100% PERP. WALL 37.0 ft 9.0 ft 10.0 psf 4.5 ft 333 ft^2 0 Ib/ft 22 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 217 Ib/ft Total vegDL = 97 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL *Adia / L = 0 Ib/ft 10% TRIBUTARY WALL AREA FOR WIND (Aw) = 185 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 14.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 11.7 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 9.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 97 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 103 Ib/ft GOVERNING LATERAL FORCE v ov = 103 Ib/ft WIND GOVERNS By: SM / JR NorthStar 20 DECLARATION DRIVE Date: 5/14/02 ENGINEERING CHI O,CA 95973 Job No: -7 -79 '1 Page of FAX 530-893-2113 (j SHEAR WALL: (CONTINUED) Location: Grid 1 UNIT'OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) * ... = 793 ft - Ib /ft WIND = (v w) * cgw = 927 ft - Ib /ft max (mo) = 927 ft - Ib /ft OVERTURNING MOMENT (Mo) = mo * Lswi . RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 (Add wSL to wDL if veq controls.) NET UPLIFT FORCE (MID) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL (112" dia. anc. bolt) (5/8".dia. anc. bolt) Sill plate Anc. bolt Sill plate Anc. bolt thick. in spacing(ft) thick. in spacing(ft) 2X 4:00 2X 4.00 Req'd: SHEAR WALL NO. 1 HOLDDOWNS FOR SHEARWALL Uplift A-307 Retrofit Length Mo Mr MID allthrd dia. HD Holdowns Lswl = 21.0 ft 19459 ft -Ib 31841 ft -Ib -590 Ib Not req'd NOT REQ'D NOT REQ'D Lsw2 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw3 = 0.0 ft. 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = , 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 0 Ib DSF2 = vgov * Lsw1 - (vgov * LswTOT / L) * (L1 + Lswl) = 0 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lsw1 + L2) = 0 Ib DSF4 = vgov * (Lsw1 + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lsw1 + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lsw1 + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lsw1 + L2 + Lsw2 + L3) = 0 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov • LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgovLswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 lb MAX. DRAG STRUT FORCE = 0 Ib MIN. DRAG STRUT FORCE = 0 Ib By: SM / JR - Date: 5/14/02 Job No: 1-7 1 7 Page -7 of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid 2 INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 Lswl L2 Lsw2 L3 P=sw3 k L4 Ls4 L5 %wDL to use Lsw5 k L6 25.0 ft 18.5 ft 15.0 psf 11.5 ft L 22 Ib/ft 46 Ib/ft 10% PARALLEL WALL 46.0 ft 9.0 ft H / W ratio 4.5 ft L1 = 10.0 ft Lswl = 21.0 ft a 0.43:1 PERP. WALL L2= 0.0 ft Lsw2= 0.0 ft 4.5 ft 450 ft^2 L3= 0.0 ft Lsw3= 0.0 ft ROOF DIAPHR.'#2 35.0 ft L4 = 0.0 ft Lsw4 = 0.0 ft 228 ft^2 11 Ib/ft L5 = 0.0 ft Lsw5 = 0.0 ft 0.0 ft 0.0 ft L6 = 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft LENGTH OF SHEARWALL (LswTOT) = 21.0 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 31.0 ft SEISMIC ZONE = 3, CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL .. CG A wDL vegDL %wDL to use ROOF DIAPHR. #1 25.0 ft 18.5 ft 15.0 psf 11.5 ft 463 ft^2 22 Ib/ft 46 Ib/ft 10% PARALLEL WALL 46.0 ft 9.0 ft 10.0 psf 4.5 ft 414 ft^2 134 Ib/ft 27 Ib/ft 100% PERP. WALL 50.0 ft 9.0 ft 10.0 psf 4.5 ft 450 ft^2 0 Ib/ft 30 Ib/ft 0% ROOF DIAPHR.'#2 35.0 ft 6.5 ft 15.0 psf 11.5 ft 228 ft^2 11 Ib/ft 22 Ib/ft 10% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% I otal wUL. = lb/ ID/Tt Total vegDL = 125 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 10% TRIBUTARY WALL AREA FOR WIND (Aw) = 230 ft^2. BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) 14.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 11.7 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 9.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 125 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 128 Ib/ft GOVERNING LATERAL FORCE v ov = 128 Ib/ft WIND GOVERNS By: SM / JR NorthStar 20 DECLARATION DRIVE Date: 5/14/02 ENGINEERING CH ICO, CA 95973 Job No: 1'( 9 1 530-893-1600 Page 9� of FAX 530-893-2113 SHEAR WALL: (CONTINUED) Location: Grid 2 UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) * ... = 1040 ft - Ib /ft WIND =(v w)*cgw= 1152 ft-Ib/ft max (mo) = 1152 ft - Ib /ft OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2) / 2 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi, . SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL 867 Ib DSF2 = vgov * Lswl = (vgov * LswTOT / L) * (1-1 + Lswl) = 0 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl + 1-2) = (1/2" dia. anc. bolt) (5/8" dia. anc. bolt) DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib Sill plate Anc. bolt Sill plate Anc. bolt 0 lb DSF9 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov • LswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov ' (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov' LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = thick. in spacing ft thick. in spacing (ft) 2X 4.00 2X 4.00 Req'd: SHEAR WALL NO. 1 HOLDDOWNS FOR SHEARWALL . Uplift A-307 Retrofit Length Mo Mr M/D allthrd dia. HD Holdowns Lswl.= 21.0 ft 24192 ft -Ib 24540 ft -Ib -17 Ib Not req'd NOT REQ'D NOT REQ'D Lsw2 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw3 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'b Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 867 Ib DSF2 = vgov * Lswl = (vgov * LswTOT / L) * (1-1 + Lswl) = 0 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl + 1-2) = 0 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 lb DSF9 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov • LswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov ' (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov' LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 lb MAX. DRAG STRUT FORCE = 867 Ib MIN. DRAG STRUT FORCE = 0 Ib By: SM / JR Date: 5/14/02 Job No: -19 °) Page I of PARTIAL LATERAL [ SHEAR WALL:. Location: Grid 3 INDICATES LENGTH OF DIAP WITHOUT SHEAR PANEL, TYI o L1 -[Lswl L2 L1 = 0.0 ft L2 = 0.0 ft L3 = 0.0 ft L4 = 0.0 ft L5 = 0.0 ft L6 = 0.0 ft LENGTH OF SHEARWALL (Lsi TOTAL LENGTH OF WALL (L) CONSTANT FOR SI SNOW LOAD, % TC TRIB. COMPONENT LENGTF ROOF DIAPHR. #1 35.0 ft PARALLEL WALL 31.0 ft PERP. WALL 13.0 ft OTHER 0.0 ft OTHER 0.0 ft TRIB. SNOW LOAD TRIBUTARY WALL / BUILDING HEIGHT' WIND PRESSURE (I C.G. OF WIND PRE: LAT. EQ FORCE (vegTOT) = ve LAT. WIND FORCE (v w) = Aw' GOVERNING LATERAL FORCI By: SM / JR NOrthStar Date: 5/14/02 ENGINEERING Job No: 1'i 91 Page 0 of SHEAR WALL: (CONTINUED) Location: Grid 2 UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) WIND = (v w) * cgw = max (rr OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 (Add v NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR (1/2" dia. anc. bolt) Sill plate Anc. bolt thick. in s acin ft 2X 4.00 (518" dia. anc. bolt) Sill plate Anc. bolt thick. in spacing (ft) 2X 4.00 HOLDDOWNS FOR SHEARWALL Req'd: SHEAR WALL Ni Retrofit HD NOT REQ'D NOT REQ'D NOT REQ'D NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = DSF2 = vgov * Lsw1 - (vgov * LswTOT / L) * (1-1 + Lswl) _ DSF3 = vgov * Lswl - (vgov * LswTOT % L) * (1-1 + Lswl + 1-2) _ DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2) _ DSF5 = vgov * (Lswl + Lsw2) -(vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2 + 1-3) _ DSF6 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = DSF7 = vgov * (Lswl + Lsw2 + Lsw3),- (vgov * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) _ DSF8 = vgov ' (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) (L1 + Lswl + L2 + LsW2 + L3 + Lsw3 + L4 + Lsw4) = DSF9 = vgov • (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L DSF10 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + MAX. DRAG STRUT FORCE = 867 Ib MIN. DRAG STRUT FORCE = 0 Ib Uplift A-307 Length Mo Mr M/D allthrd dia. Lswl = 21.0 ft 24192.ft-Ib 24540 ft -Ib -17 Ib Not req'd Lsw2 = 0.0 ft O ft -Ib O ft -Ib 0 Ib Not req'd Lsw3 = 0.0 ft O ft -Ib O ft -Ib 0 Ib Not req'd Lsw4 = 0.0 ft O ft -Ib O ft -Ib 0 Ib Not req'd Lsw5 = 0.0 ft O ft -Ib O ft -Ib 0 Ib . NOt req'd Retrofit HD NOT REQ'D NOT REQ'D NOT REQ'D NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = DSF2 = vgov * Lsw1 - (vgov * LswTOT / L) * (1-1 + Lswl) _ DSF3 = vgov * Lswl - (vgov * LswTOT % L) * (1-1 + Lswl + 1-2) _ DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2) _ DSF5 = vgov * (Lswl + Lsw2) -(vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2 + 1-3) _ DSF6 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = DSF7 = vgov * (Lswl + Lsw2 + Lsw3),- (vgov * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) _ DSF8 = vgov ' (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) (L1 + Lswl + L2 + LsW2 + L3 + Lsw3 + L4 + Lsw4) = DSF9 = vgov • (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L DSF10 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + MAX. DRAG STRUT FORCE = 867 Ib MIN. DRAG STRUT FORCE = 0 Ib By: SM / JR NOrthStar Date: 5/1.4/02 ENGINEERING Job No: —7 -1 �) Page I C) of SHEAR WALL: (CONTINUED) Location: Grid 3 UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia'+ veq(extwall) WIND =(v w)*cgw= OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2) / 2 NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi SEISMIC ZONE = .3 max (mo) = 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 308 ft - Ib /ft 254 ft - Ib /ft 308 ft -lb/ft (Add wSL to wDL if veq controls) SHEAR DESIGN FOR SHEARWALL (1/2" dia. anc. bolt) (5/8"dia. anc. bolt) Sill plate Anc. bolt Sill plate Anc.. bolt thick. in s acin ft thick. in spacing (ft) 2X .4.00 2X 4.00 Req'd: SHEAR WALL NO. 1 HOLDDOWNS FOR SHEARWALL Uplift A-307 Retrofit Length Mo Mr M/D allthrd dia. HD Holdowns Lswl = 31.0 ft 9561 ft -Ib 42638 ft -Ib -1067 Ib Not req'd NOT REQ'D NOT REQ'D Lsw2 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw3 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov " LswTOT / L) * L1 = 0 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) = 0 Ib DSF3 = vgov " Lswl - (vgov * LswTOT / L) * (1-1 + Lswl + L2) = 0 Ib DSF4 = vgov " (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2) = 0 Ib DSF5 = vgov " (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov ' (Lswl + Lsw2 + Lsw3) - (vgov " LswTOT / Q " (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov " (Lswl + Lsw2 + Lsw3) - (vgov' LswTOT / Q ' (L1 + Lswl + L2 + Lsw2 +.13 + Lsw3 + L4) = 0 Ib DSF8 = vgov ' (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 lb DSF9 = vgov ' (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 lb DSF10 = vgov' (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov • LswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib MAX. DRAG STRUT FORCE = 0 Ib MIN. DRAG STRUT FORCE = 0 Ib By: SM / JR Date: 5/14/02 Job No: `7 Page (� of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid B INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 I,Lswl I, L2 L1 = 5.0 ft L2 = 38.0 ft L3 = 0.0 ft L4 = 0.0 ft L5 = 0.0 ft L6 = 0.0 ft J NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L3. LLsw3 � L4 � Lsw4� L5 �Lsw5 � L6 LENGTH OF SHEARWALL (LswTOT) = 7.0 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 50.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT H / W ratio Lswl = 7.0 ft 0' 1.29:1 Lsw2 = 0.0 ft Lsw3 = 0.0 ft Lsw4 = 0.0 ft Lsw5 = 0.0 ft . LENGTH OF SHEARWALL (LswTOT) = 7.0 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 50.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHR. #1 54.0 ft 13.0 ft 15.0 psf 11.5 ft 702 ft^2 69 Ib/ft 208 Ib/ft 33% PARALLEL WALL 50.0 ft 9.0 ft 10.0 psf 4.5 ft 450 ft^2 90 Ib/ft 89 Ib/ft 100% PERP. WALL 55.0 ft 9.0 ft 10.0 psf 4.5 ft 495 ft^2 0 Ib/ft 98 Ib/ft 0% ROOF DIAPHR. #2 17.0 ft 10.0 ft 15.0 psf 11.5 ft 170 ft^2 0 Ib/ft 50 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 159 Ib/ft Total vegDL = 445 Ib/ft -• %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 33% TRIBUTARY WALL AREA FOR WIND (Aw) = 150 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 14.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 11.7 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 9.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 445 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 250 Ib/ft GOVERNING LATERAL FORCE v ov = 445 Ib/ft SEISMIC GOVERNS By: SM / JR NOrthStar 20 DECLARATION DRIVE Date: 5/14/02 ENGINEERING CHICO, CA 95973 Job No: -1'1 °1-7 530-893-1600 Page ) 2 of FAX 530-893-2113 SHEAR WALL: (CONTINUED) Location: Grid B UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) * ... = 3812 ft - Ib /ft WIND = (v w) * cgw = 2254 ft - Ib /ft max (mo) = 3812 ft - Ib /ft OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL 312 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswi) = 2368 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1. + Lswl + 1-2) = (112" dia. anc. bolt) (5/8" dia. anc. bolt) 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov ` (Lswi + Lsw2 + Lsw3) - (vgov ` LswTOT / L) ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = Sill plate Anc. bolt Sill plate Anc. bolt 0 Ib DSF8 = vgov • (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov' LswTOT / L) • (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = thick. in s acin ft thick. in spacing (ft) 0 Ib 2X 1.86 2X 2.67 Req'd: SHEAR WALL NO. 3 HOLDDOWNS FOR SHEARWALL Uplift A-307 Retrofit Length Mo Mr M/D allthrd dia. HD Holdowns Lswl = 7.0 ft 26683 -ft -Ib 3322 ft -Ib 3337 Ib 5/8 RFB#5x16 / ET -22 PHD2 / 2-2x / SSTB26 Lsw2 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not.req'd NOT REQ'D NOT REQ'D Lsw3 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 312 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswi) = 2368 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1. + Lswl + 1-2) = 0 Ib DSF4 = vgov * (Lswl + Lsw2.) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov ` (Lswi + Lsw2 + Lsw3) - (vgov ` LswTOT / L) ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov(Lswi + Lsw2 + Lsw3) - (vgov' LswTOT / L) ` (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov • (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov' LswTOT / L) • (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov' (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov' LswTOT / L) ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib MAX. DRAG STRUT FORCE = 2368 Ib MIN. DRAG STRUT FORCE = 0 Ib USE: a A LL To? PL. 5FL- I c 5- By: SM / JR Date: 5/14/02 Job No: -1'79 - Page I yam. of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid C INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 LLswl L L2 L1 = 40.0 ft L2 = 0.0 ft L3 = 0.0 ft L4 = 0.0 ft L5 = 0.0 ft L6 = 0.0 ft L3 NorthStar ENGINEERING Lswl = 10.0 ft O Lsw2 = 0.0 ft Lsw3 = 0.0 ft Lsw4 = 0.0 ft Lsw5 = 0.0 ft 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 L Lsw4L L5 LLsw5 I, L6 H / W ratio 0.90: 1 LENGTH OF SHEARWALL (LswTOT) = 10.0 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 50.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHR. 54.0 ft 13.0 ft 15.0 psf 11.5 ft 702 ft^2 69 Ib/ft 146 Ib/ft 33% PARALLEL WALL 50.0 ft 9.0 ft 10.0 psf 4.5 ft 450 ft^2 90 Ib/ft 62 Ib/ft 100% PERP. WALL 55.0 ft 9.0 ft 10.0 psf 4.5 ft 495 ft^2 0 Ib/ft 68 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 159 Ib/tt Total vegDL = 276 Ib/ft - %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 33% TRIBUTARY WALL AREA FOR WIND (Aw) = 150 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 14.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 11.7 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 9.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 276 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 175 Ib/ft GOVERNING LATERAL FORCE v ov = 276 Ib/ft SEISMIC GOVERNS By: SM / JR NOrthStar 20 DECLARATION DRIVE Date: 5/14/02 ENGINEERING CHICO, CA 95973 Job No: i -7 °f 7 530-893-1600 Page I ¢ of FAX 530-893-2113 SHEAR WALL:. (CONTINUED) Location: Grid C UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) * ... = 2263 ft - Ib /ft WIND = (v w) * cgw = 1578 ft - Ib /ft max (mo) = 2263 ft - Ib /ft OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi . SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL 2210 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) = 0 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl + 1-2) = (1/2" dia. anc. bolt) (5/8" dia. anc. bolt) DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswi + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib Sill plate Anc. bolt Sill plate . Anc. bolt DSF9 = vgov ` (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) • (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 lb DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib thick. in s acing ft thick. in spacing (ft) d 2X .,-2.99 2X 4.00 Req'd: SHEAR WALL NO. 2 HOLDDOWNS FOR SHEARWALL Uplift A-307 Retrofit Length Mo Mr M/D allthrd dia. HD Holdowns Lswl = 10.0 ft 22627 ft -Ib 6779 ft -Ib 1585 Ib 5/8 RFB#5x16 / ET -22 PHD2 / 2-2x / SSTB20 Lsw2 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw3 = 0.0 ft' 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1. = 2210 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) = 0 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl + 1-2) = 0 Ib DSF4 = vgov * (Lswi + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswi + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 +.1-3 + Lsw3 + L4) = 0 Ib DSF8 = vgov • (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov • LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 lb DSF9 = vgov ` (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) • (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 lb DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib MAX. DRAG STRUT FORCE = 2210 Ib MIN. DRAG STRUT FORCE = 0 Ib USE: MSTC28 STRAP AT ALL TOP PLATE SPLICES Q a BY: SM / JR May -02 JOB NO: —7191 PG. I S OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (530)893-1600 CHECK COMBINED AXIAL AND BEN ING (DUE TO WIND) FOR STUDS BASED O 199 BC SECTIO 2308.2 7 ` t �4� 1 COLUMN PROPERTIES: c' _ DEPTH = WIDTH = LENGTH (L) _ AREA = Ke = KcE _ KbE _ Fb = Fb Cf = ' Fb* Fc = Fc Cf = Fc* _ E' _ FcE _ Pc = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** AprX 3.5 IN 1.5 IN [ %, 8.5 FT L / DEPTH = 29.14 OKAY < 50 5.3 SQ.IN S 3.06 CU.IN 1 SEE UBC SECTION 2307.3 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM 0.438 .438 FOR VISUALLY GRADED, .609 FOR GLULAM 900 PSI 1.5 SIZE FACTOR :PER TABLE 4A IN NDS 1350 PSI( TABULATED VALUE* ADJUSTMENT FACTORS) 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) 1.15 SIZE FACTOR PER TABLE 4A IN NDS 1552.5 PSI( TABULATED VALUE* ADJUSTMENT FACTORS) 1.6 E6 PSI 565.3 FcE = KcE*E' / ( (L/d)(L/d) ) 514.3 PSI F'c = Fc*( (1 + FcE / Fc*) / 2c' - SQRT( (1 + FcE / Fc*) / 2c') ( (1 + FcE / Fc*) / 2c') (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = S 1540- LBS fc = P / A = 291 PSI F'c = 514.3 PSI OKAY F'c > fc WIND LOAD = 15.6 PLF MOMENT = 1691 IN -LBS (MAX.) F" b = 1796 PSI '= Fb * 1.33 (FOR WIND) — fb = M / S — 553 P I UNITY CHECK UNITY (fc/F'c)(fc/F'c)+fb/F'b[1-(fc/FcE)] < 1.0 OR ELSE NO GOOD UNITY = 0.95 <.1.0 OKAY FOR COMBINED AXIAL AND BENDING USE: 2X4 DOUGLAS FIR LARCH #2 STUDS .@ 16" O.C. SIMPSON St 1Ye cwmcmm The Predeflected Holdown (PHD) is.a revolutionary development inholdown connections. Predeflected during manufacturing, the PHD ®rlrtually eliminates deflection from material stretch. ECIALFEATURES: Typical • Wood screws reduce slip due to overdrilled bolt holes. Installa • Smaller centerline reduces eccentricity in the stud. • No stud bolts to countersink. Hold • The slot in the seat provides anchor bolt adjustment. • Fits easily on a 4x stud. MATERIAL: See table. FINISH: Galvanized. INSTALLATION: • Use all specified fasteners. See General Notes. • Place the PHD over the anchor bolt. • Install Simpson's code -recognized SDS'/4X3 wood screws, which are provided with the holdown. (Lag screws will not achieve the same load.) • For an improved connection, use a steel nylon locking nut or a thread adhesive on the anchor bolt. • See SSTB Anchor Bolts, page 25, for anchorage options. The design engineer may specify any alternate anchorage calculated to resist the tension load for a specific job. Anchorage length should take the bearing plate height of 15/e' into account, to ensure adequate length of threads to engage the nut. For 3x sill plates use SSTBL. • To tie double 2x members together, the designer must determine the fasteners required to bind members to act as one unit without splitting the woad CODES: ICBG 5328; City of L.A. RR 25300. PHD5 (others similar) US Patent 5,979,130 For holdowns, per ASTM test standards, anchor bolt nuts should be lingei-tight plus 1/3 to 1/2 turn with a wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over -torque the nut. E,_, 1.Allowable loads have been increased 33% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2.The designer must specify anchor bolt type, length and embedment. See the SSTB Anchor Bolts. 3. See page 10 and 32 for retrofit anchor bolt. 4. Loads are based on static tests on wood studs, limited by the lowest of 0.125' deflection, ultimate divided by 3, or the wood screw value. 5. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 6. Installs best with a low speed IW right angle drill with a %* hex head driver. 7.PHD installed raised off the sill plate has greater deflection values. HDC product line eliminates eccentricity. Installs with SDS screws (included) to reduce slip and maintain post capacity. MATERIAL: 10 gauge strap. FINISH: Galvanized strap, aluminum base. INSTALLATION: • Use all specified fasteners. See General Notes. • Install on concrete. • Sized for 2-2x, 4x and 2-26 members in two load capacities. • Concentric to eliminate bending on the stud. • Install Simpson's code -recognized SDS' /4X2'/2 wood screws, which are provided with the holdown. (Lag screws will not achieve the same load.) • Slot in the seat allows for 3/e' of adjustment perpendicular to plate. • Witness slot in the base to inspect the nut . • Maximum anchor bolt height above concrete is 2'/z'. CODE: Submitted to ICBO 3/01. SDSY4X3 Screw Dimensions Fasteners Allowable Allowable' Holdowns Haldown7 W H B Anchor of SDS Tension Loads Deflection Deflection Size No. of Model GaSimpson (133) Design Load Anchor Avg 2-2x and at Highest at Highest 4870 No. HDC5/4-SOS2.5 W H B . CL SDS},/X3 Ult Greater Vertical Allowable Allowable 2-2x 49/,614 3 7/e Dia. Wood 9665 Wood Member Design Load Design Load 3 7/8 24 9665 .075 Screws (133) Flush Raised PHD2-SDS3 14 3 Ely, 2% 1y, / 10 12,520 3610 .033 .076 PHD5-SDS3 14 3 11 X6 '2/ 1 - % 14 15,670 4685 .047 1 .111 PHD6-SDS3 12 3y 13,X{ 27/ 1- % 18 18,250 5860 .045 .077 & HD8-SDS3 10 3y 17X, '2j 1 % 24 21,243 6730 .051 .060 E,_, 1.Allowable loads have been increased 33% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2.The designer must specify anchor bolt type, length and embedment. See the SSTB Anchor Bolts. 3. See page 10 and 32 for retrofit anchor bolt. 4. Loads are based on static tests on wood studs, limited by the lowest of 0.125' deflection, ultimate divided by 3, or the wood screw value. 5. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 6. Installs best with a low speed IW right angle drill with a %* hex head driver. 7.PHD installed raised off the sill plate has greater deflection values. HDC product line eliminates eccentricity. Installs with SDS screws (included) to reduce slip and maintain post capacity. MATERIAL: 10 gauge strap. FINISH: Galvanized strap, aluminum base. INSTALLATION: • Use all specified fasteners. See General Notes. • Install on concrete. • Sized for 2-2x, 4x and 2-26 members in two load capacities. • Concentric to eliminate bending on the stud. • Install Simpson's code -recognized SDS' /4X2'/2 wood screws, which are provided with the holdown. (Lag screws will not achieve the same load.) • Slot in the seat allows for 3/e' of adjustment perpendicular to plate. • Witness slot in the base to inspect the nut . • Maximum anchor bolt height above concrete is 2'/z'. CODE: Submitted to ICBO 3/01. Top View Typical Concrete Wall PHD Offset Installation 8.SDS'/<z3 screws are required for PHD's. Call Simpson for PHD loads using shorter screws. 9. For Hem -Fir loads, request Technical Bulletin T-HEMFIR. For holdowns, per ASTM test standards, anchor bolt nuts should be finger -tight plus 1/3 to 1/2 turn with a wrench. HDC10 US Patent Pending 1.The designer must specify anchor bolt type, length and 4. Deflection at Highest Allowable Design Load: The deflection of a embedment. See the SSTB Anchor Bolts. holdown measured between the anchor bolt and the strap portion 2. See page 10 and 32 for retrofit anchor bolt. of the holdown when loaded to the highest allowable load listed in 3. Loads are based on static tests on wood studs, limited the catalog table. This movement is strictly due to the holdown by the lowest of 0.125' deflection, ultimate divided by 3, deformation under a static load test conducted on a steel jig. or the wood screw value. 5. Installs best with a low speed 112' drill with a 3/e' hex head driver. r-7)2 !e�'� 7 o Typical HDC Installation with 2-2x4 studs (Similar with 2-2x6 studs) 17 SDSY4X3 Screw Number Allowable Holdown Deflection Model Post W H B Anchor of SDS Tension at Highest Allowable No. Size Bolt 1/4x21/2 (133) Design Load HDC5/22-SDS2.5 2-2x 3'/e 93/8 3 5/8 12 4870 .032 HDC5/4-SOS2.5 4x 3 5/e 12 4870 .032 2-2x 49/,614 3 7/e 24 9665 .075 IFHOC10/22-SDS2.5 HDC10/4-SDS2.5 4x 3 7/8 24 9665 .075 Top View Typical Concrete Wall PHD Offset Installation 8.SDS'/<z3 screws are required for PHD's. Call Simpson for PHD loads using shorter screws. 9. For Hem -Fir loads, request Technical Bulletin T-HEMFIR. For holdowns, per ASTM test standards, anchor bolt nuts should be finger -tight plus 1/3 to 1/2 turn with a wrench. HDC10 US Patent Pending 1.The designer must specify anchor bolt type, length and 4. Deflection at Highest Allowable Design Load: The deflection of a embedment. See the SSTB Anchor Bolts. holdown measured between the anchor bolt and the strap portion 2. See page 10 and 32 for retrofit anchor bolt. of the holdown when loaded to the highest allowable load listed in 3. Loads are based on static tests on wood studs, limited the catalog table. This movement is strictly due to the holdown by the lowest of 0.125' deflection, ultimate divided by 3, deformation under a static load test conducted on a steel jig. or the wood screw value. 5. Installs best with a low speed 112' drill with a 3/e' hex head driver. r-7)2 !e�'� 7 o Typical HDC Installation with 2-2x4 studs (Similar with 2-2x6 studs) 17 SDSY4X3 Screw US Patent No. 6,109,850 %r See screw :a HANGER a info on SHOWNOT _ page 8. Top View Typical Concrete Wall PHD Offset Installation 8.SDS'/<z3 screws are required for PHD's. Call Simpson for PHD loads using shorter screws. 9. For Hem -Fir loads, request Technical Bulletin T-HEMFIR. For holdowns, per ASTM test standards, anchor bolt nuts should be finger -tight plus 1/3 to 1/2 turn with a wrench. HDC10 US Patent Pending 1.The designer must specify anchor bolt type, length and 4. Deflection at Highest Allowable Design Load: The deflection of a embedment. See the SSTB Anchor Bolts. holdown measured between the anchor bolt and the strap portion 2. See page 10 and 32 for retrofit anchor bolt. of the holdown when loaded to the highest allowable load listed in 3. Loads are based on static tests on wood studs, limited the catalog table. This movement is strictly due to the holdown by the lowest of 0.125' deflection, ultimate divided by 3, deformation under a static load test conducted on a steel jig. or the wood screw value. 5. Installs best with a low speed 112' drill with a 3/e' hex head driver. r-7)2 !e�'� 7 o Typical HDC Installation with 2-2x4 studs (Similar with 2-2x6 studs) 17 18 Holdowns are used to transfer tension loads between floors, to tie purlins to masonry or concrete, etc. Use HDAs and HDs for overturning requirements and other applications to transfer tension loads. All HDAs and the HD15 are self -jigging, ensuring code -required minimum 7 bolt diameter spacing from the end of the wood member to the center of the first boll hole. H06A, HD8A, HD10A and HD14A's seat design allows greater installation adjustability. An overall width of 3Y<' for the HD6A, H08A and H010A, and 31/2' for the HD14A provides an easy fit in a standard 4x wall. HDA SPECIAL FEATURES: • Single piece non -welded design results in higher capacity. • Load Transfer Plate eliminates the need for a seat washer. • Fewer inspection problems. MATERIAL: See table FINISH: HD2A, 5A, 6A, 8A, 10A—galvanized. HD8A may be ordered HDG; check with factory. HD14A, HD15, HD20A—Simpson gray paint INSTALLATION: • Use all specified fasteners. See General Notes. • For an improved connection, use a steel nylon locking nut or a thread adhesive on the anchor bolt. • Bolt holes shall be a minimum of 1/32' to a maximum of Y,s larger than the bolt diameter (per 1997 NDS, section 8.1.2.1.). • Standard washers are required between the base plate and anchor nut (HD15 only), and on stud bolt nuts against the wood. The Load Transfer Plate is an integral part of the HDA Holdown and no washer is required. See page 10 for BP/LBP Bearing Plates. • See SSTB Anchor Bolts, Simpson's Anchoring Systems and Additional Anchorage Designs for anchorage options. The design engineer may specify any alternate anchorage calculated to resist the tension load for a specific job. . • Locate on wood member to maintain a minimum distance of seven bolt diameters, distance is automatically maintained when end of wood member is flush with the bottom of the holdown. • To tie double 2x members together, the designer must determine the fasteners required to bind members to act as one unit without splitting. • For holdowns, anchor bolt nuts should be finger -tight Plus 1/3 to 1/2 turn with a wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over -torque the nut. • Stud bolts should be snugly tightened (1997 NDS, section 8.1.2.4). • For additional information, request T -HD. CODES: BOCA, ICBO, SBCCI NER-393, NER-469; City of L.A. RR 24818, RR 25158 and RR 25293. HD6A and HD14A are not NER listed. HDSA (HD2A simil U.S. Patent No. 4,665,672 Canada Patent No. 1,253,481 HD10A , (HD6A, HD8A WMIE HD14A and BwKos HD20A similar) WAS EA � LM 1UE Typical HD15 Holdown Installation SIMMN S Typical HDSA Tie between Floors 2x cking To achieve table loads, the minimum bolt end distance is seven bolt diameters. This distance is designed into holdowns. Bolt end distance may be increased, provided the anchor nut is not over -torqued, which could split the stud. Deflection values may be higher. Typical HD5A Holdown Installation with SST13 anchor bolt. Washers are not required at the base. Model No. Material DimensionsWFasteners:1 = All owabl`e'Tenslon L a6`'i 74.0 133 �j<+';.. rr $"ia1 ( )., Holdown BGae BGay HB° SB W H B SO Avg a;�3 ° L'engih'of BoICz 3j ys Ult „��Nin Vert c I Wood Meme(fF/SP), xAllowable Deflection at Highest 1+fz° a'�2"'NO+,5�3� 3+/� ��5ikP x2055 Design Load HD2A 7 12 4X6 2y 2% 8 2X6 / 6 e 12150 1555 1 2565 2775 2775 2760 0.058 HDSA 3 10 Sy 3 3y 9X6 35(6 Yz 2Xe or / 2 % 20767 1870 2485 3095 3705 4010 3980 0.067 H06A % 7M4y42116 6 33X6 X6 2X6 '/6 2 27333 �, ..:..1., r..•.,., ;.....:,-... „2275 2980 3685 fl4405� X5105= x5510 r 0.041 H08A / 7X6 33(6 % 2Xe '/6 3 % 28667 X3220 43505 5415 6465; f7460��: 7910: 0.111 H010A / 76 33X6 X6 2Xe '/e 41553331 28667 '3945 5540 (693 8310 y9540,g �r9900` 0.269 HD14A % 36 3/ / 23X6 1 438167 — — — — 11080 13380 0.215 HD20A % 316 4y / 23a 1y 451333 — — — — 11080 13380 0.250 HD15 / 3 7 4 3y 24y 4X6 3/ 2y 1y 5— — — — — 115305 0.082 1. Allowable loads have been increased 33% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2. HD15 requires a minimum 6x6 nominal post. Minimum post size is required to ensure the load carrying capacityvof the critical net section meets the holdown capacity. 3. Use a minimum 46 nominal post for the HD14A and the HD20A. Minimum post size is required to ensure the load carrying capacity of the critical net section meets the holdown capacity. 4. HB is the required minimum distance from the end of the stud to the center of the first stud bolt hole. End distance may be increased as necessary for installation. 5. The designer must specify anchor bolt type, length and embedment. See SSTB Anchor Bolts and Additional Anchor Designs. 6. See page 32 for anchor bolt retrofit. 7. Lag bolts will not develop the listed loads. 8.Holdowns installed raised off the mudsill have larger deflection values. Consult Simpson for info. 9. Full tension loads apply when HDSA is used with a W anchor bolt. 10. See pgs 6, 7 for testing and other important information. 11. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 12. For Hem Fir values request T-HEMFIR. • L_ SIMPSON sbwk--Tie Extensive SSTB testing has been done t0 determine the design load capacity at a common application, the garage stem wall. Design loads are based on the owest ultimate, from a series of five tests, with a three -times safety factor. PECIAL FEATURES: • Rolled threads for higher tensile capacity. • Offset angle reduces side -bursting, provides more concrete cover. • Stamped embedment line aids installation. • Configuration results in minimum rebar interference. MATERIAL: ASTM A307 INSTALLATION: • SSTB is used for monolithic and two -pour installations. • Nuts and washers are not supplied with the SSTB; install standard nuts, couplers and/or washers as required. REINFORCED CONCRETE FOUNDATION • Install SSTB before the concrete pour using an MKP or AnchorMate (see page 11). Install the SSTB diagonally at approximately 45° from the wall. Install one #4 rebar 3" to 5' from the top of the foundation. • The SSTB does not need to be tied to the rebar. SST8 is 31/V I SSTBL is 51h' j SSTB16 (others similar) _ Z U.S. Patent 5,317,850 le • Minimum concrete compression strength is 2500 psi. Unless noted 1V.' MIN. EDGE otherwise, no special inspection is required for foundation concrete 'I DISTANCE when the structural design is based on concrete no greater than 2500 psi (1997 Uniform Building Code, section 1701.5.1). 3 tos • Use 90% of the table load for 2000 psi concrete. REINFORCED CONCRETE BLOCK • Before concrete pour, install diagonally at approx. 45° in the cell. 14 REW le • 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" o.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: ICBO 4935, City of L.A. RR 25248. SELECTION TABLE Model 2x, 3x, 2-2x Sill Plates Mono Pour Two Pour No. I PHD2' = ti H02A z a LTT20B SSTB16 SSTB20 LTT131 `t �m Q HTT16 14745 q HD5A LOCATE SSTB24 1 PHD2' SSTB20 SST1324 MTT286 FROM WALL 1 5175 HTT22 1850 A HDC5/22 SSTB24 — HDC5/4 MINI k •r PHD6' 4815 SSTB34 PHD8' 7/8 347% HD6A 32700 10100 HD8A SSTB28 SSTB34 HD10A % 367/8 HDO8 32700 10100 HOC10/22 4815 HDC10/4 Typical SSTB o ° Installation Identification on the bolt head showing • embedment 10 angle. EMBEDMENT [ENT LINE 4' SLAB Ie FOOTING e v Double Pour Installation (SSTB20, 24 and 34) 6'MIN. 8'FOR ti'DIA. 45° 135°/90/45° 135° SST8 o 0• Plan View of SSTB Placement in Concrete Stemwall TYPICAL PLAN VIEWS OF REBAR INSTALLATION �►1 1Y.. -MIN 1.SSTBL models are recommended for Corner Installation PHO holdowns on 2-2x and 3x sill plates. Min Dia Length Embed le Avg Ult Concrete Allowable Tension Load (133)" Concrete Concrete Concrete f'c = 2500 psi Block Block End • � PLACE = ti DIAGONAL z a 4780 z SSTB20 APPLICATIONORNER `t �m Q 12'MIN.FOR 14745 q �%'DIA. SSTB LOCATE SSTB24 1 FOR FULL APP ROX. 45' 255/a TABLE LOAD FROM WALL 1 5175 4780 I 1850 A 8 5' o 247/8 MINI k •r —L �►1 1Y.. -MIN 1.SSTBL models are recommended for Corner Installation PHO holdowns on 2-2x and 3x sill plates. Continuous Stemwall Made17 Stemwall No. Width Min Dia Length Embed le Avg Ult Concrete Allowable Tension Load (133)" Concrete Concrete Concrete f'c = 2500 psi Block Block End r, I� 5/8 17% Z 13640 o 4780 1850 SSTB20 p JN 5/8 O, ti + 2 dQ 14745 4600 x m LOCATE SSTB24 1 N 2 APP ROX. 45' 255/a FROM WALL 1 5175 4780 I 1850 SSTB28' 8 % o 247/8 32700 k •r —L Continuous Stemwall Made17 Stemwall No. Width Min Dia Length Embed le Avg Ult Concrete Allowable Tension Load (133)" Concrete Concrete Concrete f'c = 2500 psi Block Block End SSTB16 6 5/8 17% 125/a 13640 4420 4780 1850 SSTB20 6 5/8 215/8 165/a 14745 4600 4780 1850 SSTB24 1 6 5/a 255/a 205/8 16439 1 5175 4780 I 1850 SSTB28' 8 % 29% 247/8 32700 10100 6385 4815 SSTB34 8 7/8 347% 287/8 32700 10100 6385 4815 SST836 8 % 367/8 28% 32700 10100 6385 4815 1. Loads may not be increased for short-term loading. Loads apply to earthquake and wind loading. 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, 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 4%". 7.Order the SSTBL models for longer thread length (51h'). SSTBL and SSTB loads are the same. 8.The minimum end distance for slab on grade Strong -Wall* Shearwall is 37/s". The SSTB28 in a 6" stemwall with an end wall condition and a 37/8" end distance has a load of 6800 lbs. The SSTB in a 8" stemwall with an end wall condition and a 37/8" end distance has a load of 7690 lbs. (ro 2 /ter -a iJ6 Old (��t •r +cc °m • 9� N [L MIN. ' _F► 11:'MIN. End Wall Typical SSTB Installation with mudsill and holdown 0 Typical SSTB Installation in Grouted Concrete Block ° F 25 See Hanger tables on pages 47 to 53. See Hanger Options on pages 149 to 154 for hanger modifications, which may result in reduced loads. �.. These hangers have the highest loads of any face mount hangers! Dotig Fir Larch/$o:.Pine Spruce -Pine -Fir Down - Allowable Loads?•:-'" Allowable Loads Ulg Floor_ Srio'vi ': Roof Floor Snow Roof (100)m. I (115).;(125) (100) (115) (125) All hangers in this series have double shear nailing. This patented _ innovation distributes the load through two points on each joist nail for H greater strength. It also allows the use of fewer nails, faster installation, and 160 the use of standard nails for all connections. (Do not bend or remove tabs) 160 MATERIAL: See tables, pages 47 to 53. 3Y4 FINISH: Galvanized. Some products available in stainless steel or Z -MAX;> 1600 335 385 see Corrosion -Resistance, page 5. 290 INSTALLATION • Use all specified fasteners. See General Notes. s • Nails must be driven at an angle through the joist or truss into the 3 header to achieve the table loads. LUS28 • Not designed for welded or nailer applications. 190 • 16d sinkers (9 gauge x 3Y<') may be used where 1 Od commons are 205 sx; �s HUS210 (HUS26, HUS28, and HHUS similar) specified with no reduction in load. Where 16d commons are specified, 10d commons or 16d sinkers (9 gauge x 31/4') may be used at 0.84 of the table load. ° Double • With 3x carrying members, use 16d x 21/2' nails into the header _ Shear and 16d commons into the joist with no load reduction. With 2x R Nailing carrying members, use 10d x 11/i nails into the header and 10d Side View .commons into the joist, reduce the load to 0.64 of the table value.' OPTIONS: • LUS hangers cannot be modified. • HUS hangers available with the header flanges turned in for 2-2x (31/e") and 4x only, with no load reduction. See the HUSC Concealed Flange illustration. 11 •'See Hanger Options, page 149. t • Other sizes available; consult „ your Simpson representative. Dome Double Shear p t: c0 Nailing prevents tabs µ; CODES: BOCA, ICBG, SBCCI Nos. breaking off (available �) . i ` - r• • NER-209, NER-421; ICBO 5649; ..f on some models City of L.A. RR 24949 and RR 25076; r r,• , "°�£�` ' : ) t Dade County No. 00-0512.06. U.S. Patent 5,603,580 st�so , Typical LUS28 Installation Standard LUS28 installation use .148x3" (10d common) or'.14801/4' (16d sinker) nail ,r2ro� HUS412 Double Shear Nailing Top View U.S. Patent 4,480,941 Canada Patent ` 1,193,418 81MPSION HUSC Concealed Flanges (not available for HHUS, HGUS and HUS2x) The GA Gusset Angles' embossed bend section provides added strength. L -Staggered nail pattern reduces the possibility for splitting: LS -Field -adjustable 0° to 135° angles. MATERIAL: L-16 gauge; GA and LS -18 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners; see General Notes. • LS -field skewable; bend one time only. • Joist must be constrained against rotation (for example, with solid blocking) when using a single LS per connection. COOES: BOCA, ICBG, SBCCI NER-413, NER-443; ICBO 5357; City of L.A. RR 25119, RR 25149; Dade Co., FL 99-0713.05 (L70, LS50). Model No. L Fasteners Dotig Fir Larch/$o:.Pine Spruce -Pine -Fir Down - Allowable Loads?•:-'" Allowable Loads Ulg Floor_ Srio'vi ': Roof Floor Snow Roof (100)m. I (115).;(125) (100) (115) (125) GA1 23: 4-10d 612 185 185 185 160 160. 160 GA2 3Y4 6-1 Od 1600 335 385 415 290 335 335 L30 3 4-10d 758 "220- 1i 240 240,,': 190 205 205 L50 5 1 6-1 Od 1983 -335: '.385.' ;; 42-0 290 335 360 L70 7 8-10d 1983 :.445'i- ;. 510.. :. 555.4 380 435 475 L90 9 10-10d 4667 555= , 640 "695= 480 550 600 LS30 3Y8 6-10d 1933 335 385 420 290 335 360 LS50 4% 8•10d 2180 -450 520 560 390 450 485 LS70 6% 1 10-10d 4233 560 645 675 485 560 580 LS90 7'/e 1 12-10d 13233 670 770 840 580 1 670 730 L530 $U Y f f LS50 1Jjy�t 510 C` LSL—`�•j1111F y LS 1. GA and L angles—loads are for condition Ft or F2; LS angles—loads are for condition Ft only. 2.GA1 and GA2 angles—loads for F2 are 220 and 335 lbs (100) and 280 and 415 lbs (125), respectively. 3. Roof loads are 125% of floor loads unless limited by other criteria; floor loads may be adjusted for other load durations according to the code, provided they do not exceed those in the roof column. 4. Use a minimum lumber thickness of 13/:. For 11/2' lumber, use 0.81 of table load, except GA1 in F1 direction, use 185 lbs. 5. Nail the L angle's wider leg into the joist to ensure table loads and allow correct nailing (see illustration). ADJUSTABLE FROM 0' TO 111' eEND ONE TIME ONLY. " SHIPPED AT 45' LS Top View �1. Ihd11 / 0AKIS O' i11L � M GA1 46 -7 —7 C ' Typical LS70 Installation 2 '/e' L90 r, LTo Q�-ei • 6 L50 0 �• L Do L90 Typical GA Installation Typical L50 Installation /1�1:JF CMSTC provides nail slots for easy installation and coined edges for safe handling. *CS are continuous utility straps which can be cut to length on the job site. ackaged in a lightweight (about 40 pounds) cartons. FINISH: Galvanized. Some products available in Z -MAX; contact factory. INSTALLATION: • Use all specified fasteners. See General Notes. • Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle outward. • Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. • The table shows the maximum allowable loads and the nails required to obtain them. Fewer nails may be used; reduce the allowable load by the code lateral load for each nail subtracted from each end. • CMST only–Use every other triangle hole if the wood tends to split. Use . round and triangle holes for comparable MST loads, providing wood does not tend to split. CODES: BOCA, ICBG, SBCCI NER-413; City of LA RR 25293 (CMST12 and CMST14); Dade Co. 99-0623.04 (CS18 only). - 11 • 1. Allowable loads 100% value is the 2.133'/ and 160% value may be used maximum steel capacity and may not be for earthquake or wind loading. increased for other load durations unless 3. Use half of the nails at each member being otherwise indicated. connected to achieve the listed loads. A high value seismic tie for horizontal ties across intervening members. FINISH: SA36–galvanized; all others–Simpson gray paint INSTALLATION: • Use all specified fasteners. See General Notes. • May not be suitable for floor diaphragms which protrude above beams. CODES: BOCA, ICBG, SBCCI NER-413; City of L.A. RR 25119. Total � y Total Fasteners Allowable Nail Model L End' Ga Cut Length Fasteners en 9 Tension Loads Spacing No. (Length L Section (Total) 0. C. Ull of Roll) (100)' (133/160)' (In a Row) Dia 45" . (160) clear span + 90" 100.16d 7230 9640 , 1 %" CMST12 40' 12 105" clear span + 210" 118-10d 7230 9640 3Y:" HSA32 3 ga x 3 32 CMST14 52}2' 34"14 — 1910 clear span + 68" 74-16d 5095 6795• 1 X" 78" clear span +156" 88-10d 5095 6795 314" % 17600 — 3770 CMSTCI6 54' 25" t6 clears an + 50" 64.16d sinkers 3520 4690 114" 49" clear span + 98" 64-16d sinkers 3520 4690 - 3" HSA59 3 ga x 3 59 CS16 150' 14" — 6940 clears an + 30" 28.8d 1235 1650 CS16-R 25' 16 1235 1650 11"_ clears an + 24" 22-10d CS18S 100' ill, clear span + 24" 22-8d CS18 200' 9" 18 clear span + 20" 18-10d 950 1270 GS18-R 25' 9" clear span + 20" 18-10d 2Xs" CS20 250' 91" clears an + 20" 18.8d 750 1005 CS20-R 25' 20 750 1005 7" clears an + 16" 14-10d CS22 300' 7" clears an + 16" 14 8d 620 825 CS22-R 25' 22 620 1 825 5Y:" clear span + 13" 12-10d 1. Allowable loads 100% value is the 2.133'/ and 160% value may be used maximum steel capacity and may not be for earthquake or wind loading. increased for other load durations unless 3. Use half of the nails at each member being otherwise indicated. connected to achieve the listed loads. A high value seismic tie for horizontal ties across intervening members. FINISH: SA36–galvanized; all others–Simpson gray paint INSTALLATION: • Use all specified fasteners. See General Notes. • May not be suitable for floor diaphragms which protrude above beams. CODES: BOCA, ICBG, SBCCI NER-413; City of L.A. RR 25119. 1. Allowable loads have been increased 33% 3. Bolt and nail values may not be combined. and 60% for earthquake or wind loading with 4.Only SA36 can be field -bent for other no further increase allowed. intermediate beam widths. 2.Allowable loads assume a restrained member of 31/2' min. thickness with bolts in single shear. A,C.It. l - - PY,6• CS16 Hole Pattern (all other CS straps similar) � y Total Fasteners Allowable Madel Strap Avg Horizontal Loads No. Section L Bolts Ull Nails Bolts Nails Oty Dia (133 & 160) (133) (160) SA36 12 ga x 2X6 36 22-16d 4 y 6767 1900 1605 1900 HSA32 3 ga x 3 32 — 2 / 13600 — 1910 2290 HSA41 3 ga x 3 41 — 4 % 17600 — 3770 4520 HSA50 3 ga x 3 50 — 6 Y4 21600. — 5470 6400 HSA59 3 ga x 3 59 — 8 Y4 30100 — 6940 8330 HSA68 3 ga x 3y 68 — 10 Y 34200 — 8350 J 10020 1. Allowable loads have been increased 33% 3. Bolt and nail values may not be combined. and 60% for earthquake or wind loading with 4.Only SA36 can be field -bent for other no further increase allowed. intermediate beam widths. 2.Allowable loads assume a restrained member of 31/2' min. thickness with bolts in single shear. A,C.It. l - - PY,6• CS16 Hole Pattern (all other CS straps similar) CMSTC16 Hole Pattern Typical HSA Installation � y CMSTC16 Hole Pattern Typical HSA Installation STRAP TIES . The MSTC series has countersunk nail slots fora lower nailing pro- quantity of fasteners used. The LSTI light strap ties are suitable where gun -nailing ' file. Coined edges ensure safer handling. The RPS meets UBC and City of is necessary through diaphragm decking and wood chord open web trusses. Los Angeles code requirements for notching plates where plumbing, FINISH: HST—Simpson gray paint; PS—HDG; all others—galvanized. Some products heating or other pipes are placed in partitions. are available in stainless steel or Z -MAX; see Corrosion -Resistance, page 5. Install Strap Ties where plates or soles are cut, at wall intersections, INSTALLATION: Use all specified fasteners. See General Notes. and as ridge ties. LSTA and MSTA straps are engineered for use on 11/2" OPTIONS: Special sizes can be made to order. See also HCST. members. The 3' center -to -center nail spacing reduces the possibility of CODES: BOCA, ICBG, SBCCI NER-413, NER-443; ICBO 4935, 5357; splitting. For the MST, this may be a problem on lumber narrower than Dade County, FL. 00-1023.05 (MSTA30, MSTA36, ST12, ST18, ST22); 3'h'; either fill every nail hole with 10dx1'/x' nails or fill every other nail City of L.A. RR 25119, RR 25149, RR 25281. hole with 16d commons. Reduce the allowable load based on the Isize and -J I _ I 11/i � —•12% 1'h'-" /4 L l I` 5�0�1 W � Z'TYD• MSTI MST 9• L Y �k _W cl 7, __ LL ., •, s�, O cli N 1} ST9, ST12, • y ST18, ST22 7f s4• .�i'r .I ST MSTAM36 ' LSTA and MSTA FHA U.S. Patent. (pilot holes 0 4,367,973 not shown) N J MSTI MST f U2�0i )O.0 [ PQM SI�5K0 $p�r�Cs Of X00 �UY{�kO ° 0cv*�SQ� , 0 3 M :Y .0_, F{0 �t:�IE;.OR��gli UQ. MSTC28 ''--iW HST :4 2 , w . ' --- ------ ----- -- f = Y 2h' HST2 and HSTS HST2 HSTS 1'h 3HSTS and HST6 HST3 HST6 al Installation Langer shown) similar 130 - �'UCZ— —7-79-7 � ker. E Floor -to -Floor Tie Installation showing a Clear Span r N t O U N O N V ry6 U 9• L Y �k _W ST2115 cli N ST9, ST12, ST18, ST22 f U2�0i )O.0 [ PQM SI�5K0 $p�r�Cs Of X00 �UY{�kO ° 0cv*�SQ� , 0 3 M :Y .0_, F{0 �t:�IE;.OR��gli UQ. MSTC28 ''--iW HST :4 2 , w . ' --- ------ ----- -- f = Y 2h' HST2 and HSTS HST2 HSTS 1'h 3HSTS and HST6 HST3 HST6 al Installation Langer shown) similar 130 - �'UCZ— —7-79-7 � ker. E Floor -to -Floor Tie Installation showing a Clear Span r N t O U N O N V ry6 U • §IMPSON i`StrongTie. Model No. Oa Dimensions Fasteners (Total) Allowable Tension Loads W L Nails (100) (133) (160) RPS18 16 1 y, 18y,12 -16d 810 1080 1295 RPS22 1 y, 22y. 16-10d 905 1205 1445 RPS28 1 y, 28 12-16d 810 1080 1295 LSTA9 20 1 Y, 9 8-1Od 450 605 725 LSTA12 1, 12 10-10d 565 755 905 LSTA15 1, 15 12-10d 680 905 1085 LSTA18 1, 18 14-10d 790 1055 1265 LSTA21 1, 21 16-10d 905 1205 1295 LSTA24 1, 24 18-10d 1015 1295 1295 ST292 2X6 95 12-16d 790 1055 1130 ST2122 12 16-16d 1070 1425 1505 ST2115 _2& 4 16X, 10-16d 450 600 600 ST2215 2X, 165 20-16d 1270 1695 1695 LSTA30 18 14 30 22-10d 1255 1670 1715 LSTA36 1 Y, 36 26-1Od 1480 1715 1715 LST149 3Y, 49 32-1 Dclx 1X 1455 1940 2330 LST173 3% 73 48-10dxly, 2185 2910 3495 MSTA9 14 9 8-1Od 455 610 -730 MSTA12 14 12 10-10d 570 760 910 MSTA15 14 15 12-1Od 685 910 1095 MSTA18 1, 18 14-10d 800 1065 1275 MSTA21 14 21 16-10d 910 1215 1460 MSTA24 1, 24 18-1Od 1025 1370 1640 MSTA30 16 14 30 22-1Od 1265 1685 2025 MSTA36 ly, 36 26-1Od 1495 1995 2135 ST6215 2X, 16X, 20-16d 1330 1775 2130 ST6224 2X, 235 28-16d 1890 2520 2630 ST9 1y 9 8-16d 530 705 850 ST12 14 11 10-16d 665 885 1065 ST18 1 y, 17y4 14-16d 900 1200 1200 ST22 1, 21 y, 18-16d 1025 1370 1370 MSTC28 3 28 4 36-16d sinkers 2070 2760 3310 MSTC40 3 40 4 52-16d sinkers 2990 3985 4740 MSTC52 3 52y 62-16d sinkers 3555 4740 4746 MSTC66 14 3 65y4 76.16d sinkers 4390 5855 5855 MSTC78 3 77Y4 76-16d sinkers 4390 5855 5855 ST6236 2X, 133,)<,40-16d 2575 3430 3430 FHA6 12 1X 6y. 8.16d 550 735 885 FHA9 11 9 8-16d 550 735 885 FHAl2 1X 11 Y. 8-16d 550 735 885 FHA18 1X 17y4 8-16d 550 735 885 FHA24 11 232 8-16d 550 735 885 FHA30 1> 30 8-16d 550 735 885 MST126 2X, 26 26-10dxly, 1130 1510 1810 MST136 2 36 36-10dx1 1565 2090 2505 MST148 2 48 48-10dxly, 2135 2850 3420 MST160 2 60 60-10dxly, 2760 3680 4415 MST172 2X 72 72-10dx1y, 3310 4415 4725 EN DISTA RFAM an11 Typical LSTA Installation (hanger not shown) EN DISTA BEAM and Typical LSTA Installation (hanger not shown) Model Plate Notch Width ". a° so% °Hy1J:" M�`g PM�•�� , br RPS18 2x4 5 5y° F--h,r RPS28 RPS18 a 2^1 RPS18 RPS22 2x6 5 5y' RPS22 RPS28 2x4 I < 12' RPS28 (INCOMPLETE NAIL PATTERN SHOWN) Typical RPS Installation �`4 6. c{ 4r �.gk7iNq3Jai ,sit;* 4 f. PS218 and PS418 2'h'_ 1 / I_ PS ' 11 �T- PS720 3'/.' 1'h' Model No. Ga Dimensions Bolts W I L Oty Dia PS218' MSTC28 2 18 4 5 PS418' 7 4 18 4 PS720' Bolts Oty Dia 63; 20 8 y RPS Floor -to -Floor Clear Span Table Model No. Clear Span Dimensions Fasteners (Total) Allowable Tension Load Allowable Tension Loads MSTC28 Model No. Oa W L I Nails Bolts Oty Dia Floor (100) Nails (133) (160) Floor (100) Boltss (133) (160) MST27 2455 2X, 27 30-16d 4 y 2070 2760 2790 1295 1725 2070 MST37 12 2X, 37Y2 42-16d 6 y2 2860 3815 3815 1825 2435 2920 MST48 5855 2X, 48 46-16d 8 y 3345 4460 4460 2225 2970 3560 MST602 18 32-16d 60 56-16d 10 4350 5800 5800 2670 3565 4275 MST72 10 2 72 56-16d 10 4350 5800 5800 2670 3565 4275 HST2 18 2 21, — 6 3 — — — 3130 4175 5005 HST5 7 5 21 4 I60 18 — — — 6385 8510 10210 HST3 18 3 25 3680 16 52-10dx11/2 — — — 4645 6195 7435 HST6 3 6 25y ��= — — — 9350 1 12465 14955 RPS Floor -to -Floor Clear Span Table Model No. Clear Span Fasteners (Total)... Allowable Tension Load (133) (160) MSTC28 18 12-16d sinker 920 1105 16 16-16d sinker 1225 1470 MSTC40 18 28-16d sinker 2145 2575 16 36-16d sinker 2455 2945 MSTC52 18 44-16d sinker 3375 4050 16 48-16d sinker 3680 4415 MSTC66 18 64-16d sinker 5035 5855 16 68-16d sinker 5350 5855 MSTC78 18 80-16d sinker 5855 5855 16 80-16d sinker 5855 5855 MST37 18 20-16d 1905 2285 16 22-16d 2100 2515 MST48 18 32-16d 3135 3765 16 34-16d 3330 4000 MST60 18 46-16d 4785 5740 16 48-16d 4990 5800 MST72 18 56-16d 5800 5800 16 56.16d 5800 5800 MST136 18 14-10dx11h 810 975 16 16-10dx11h 930 1115 MST148 18 26-10dx11/2 1545 1855 16 28-10dx11/2 1660 1990 I60 18 38-10dx11/2 2330 2800 16 40-1Odx11/2 2455 2945 I72 LS 18 50-1Odxlth 3065 3680 16 52-10dx11/2 3190 3830 1. Loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. Floor loads may not be increased for other load durations. 2.10dx11/2" nails may be substituted where 16d sinkers are specified at 0.80 of the table loads. 3. I commons may be substituted where 16d sinkers are specified at 100% of table loads. 4.16d sinkers (9 gauge x 31/:) or 10d commons may be substituted where 16d commons are specified at 0.84 of the table loads. 5. Allowable bolt loads are based on parallel -to -grain loading and these minimum member thicknesses: MST -21/2'; HST2 and HST5-4'; HST3 and HST6-4th'. 6. PS strap design loads must be determined by the building designer for each installation. Bolts are installed both perpendicular and parallel -to -grain. 7. Use halt of the nails at each member being connected to achieve the listed loads. 8. For lap splice details, refer to T-CMST. 131 a fZ- t z_, ;... ��e u �-) --7 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect $6G65�1 License Class: C —53 License Number: ^� Date: �3 S Contractor. -F>��r✓T u— T owls i'S�a OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 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 signed statement (hal he or she Is licensed pursuant to the provisions of 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 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).): ❑ I, as owner of the property, or my employees'with wages as their sole compensation, will do the work, and the structure is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The 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, provided that such Improvements are not Intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder. will have the burden of 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 Profdssions 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 pursuant to the Contractors' State License Law.). ❑ lam Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the ZI orCode, for the performance of the work for which this permit sued. ave and will maintain workers' compensation insurance, as 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: f1 Carrier. 6T�t�Gr� '^U, Policy #: 2J 5 — 03 PERMIT NO. BP050974 Issued Date: 05/03/2005 APN: 042-350-034-000 Site Address: 1255 GLENN HAVEN DR CHI Map Index: Description: NEW POOL MASTER 01-500 Owner: ROWE RICHARD HULL & CONNIE S JT 1225 GLENN HAVEN DR CHICO, CA 95926 Applicant: PERFECTION POOL AND SPAS 172 E 20TH ST CHICO, CA 95928 530-895-0437 Contractor: PERFECTION POOL AND SPAS 172 E 20TH ST CHICO, CA 95928 530-895-0437 License #: 566654 Architect: Engineer: ❑ 1 certify that in the performance of the work for which this permit is otal Square Ft: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall Census Code: forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one 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 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit Is Issued (Sec 3097 CIv.) 0 S. F. $0.00 qZ' SS /-- ffno- 7, 4' 0)- -, permit Is hereby issued under the applicable provisions of the Butte Cnunly Cody+ anrvor )Iuthon,r,to do work Indicated abo a for which fees have been paid. p-- _��C Dale: W EXPIRES Address: (vatef ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health & Safely 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. 1 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 purposos. J Print Name: I c✓ (�L % ((u�r.� o d(S YsjOir / B✓✓y h4-'o«Q (v�ignature: r'�S Date: Cl Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor 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 REO UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" APP CANT SIGNATURE X For office use only: OWNER Name Last Name,_ t Rawer irst Name Address State city State �. zpa59 Phone _ 2y�3 Fax E-mail APP CANT SIGNATURE X For office use only: CONTRACTOR Name -� Address t72- a' 2 0 -, -CF' i City State Zip q 5 4 z8 Phone 53u g�(S l Fax 530 gqS .03`11 E-mail E-mail Lic. # 5 GiG � ClC - SJ APP CANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name G Address 136447 urhe✓ LA•-� City C !-'lCU State 'p'7sq�n Phone g %S -dlf3% Fax E-mail Date Approved: State License Number 03 APP CANT SIGNATURE X For office use only: APPLICANT NAME Name r ✓ � tv✓O C Gtr Address 1 .7 2- E Z O 'l- :57 - City C 1,a e- Stat'6 'p'7sq�n Phone g %S -dlf3% Fax E-mail Date Approved: APP CANT SIGNATURE X For office use only: Zoning Property Address ! z 5 5 6-1 we- Flood Zone Cross Street SRA I Yes No Occ. TyA Const. Subdivision Name Map Book I Page Lot # Planner Date Approved: PERMIT NO. BP BIN # LOCATION AP# iso -C 3y Property Address ! z 5 5 6-1 we- City rc a Cross Street WORKER'S COMPENSATION Policy Number 21 S — o 3 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 Description or Scope of Work: Sq. Footage ❑ Structure Built vrithout 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 REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. T'he 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. II Received by: Amount T (a,?" Bldg I / I �/ (��` SRA Receipt #: ` 0_` 91J J Sheriff OVER FOR SUBMITTAL REQUIREMENTS it K:\FORMS\BUILDING FORMS\BIdoADDISubRomts.doc Pane 1 of 2 Date: SMIP Total aFv 7-'>7-nA COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET www.buttecounty.net/dds OWNER: ASSESSOR PARCEL NUMBER V L -a 3 Proposed Building Use: ��' Permit Technician Date: 1T w Items required in order tolipply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 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. ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review 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 ❑ 17. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office ❑ 18. Soils Report and/or Engineered Foundation required. ❑ 19. Erosion Control Plan Required. ❑ 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. ❑ 23. California Department of Forestry plan approval ❑ paid. 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _Drainage. .JT 26. NPDES Form ❑ 27. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 28. Contractor's license information. (Number, Name Style, Classification). ❑ 29. Worker's Compensation Carrier and Policy Number. ❑ 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 :%j I 04-30 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: w 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, and other department costs are not refundable. Original -Applicant �• • ' V. � Y T''1J `"( � t• �f�.�J'_T�;yr�:,Y{�tf e,,.y- Ilk ;- COUNTY OF BUTTE-DEPARTMENT,OF DEVELOPMENT SERVICES -BUILDING DIVISION o v 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ` W� �' ASSESSOR PARCEL NUMBER Proposed Building Use: �o� I r �� �bV Permit Technician: Date: Items required in order to hpply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by. the preparer of the plans. ❑ 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 AIC 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 ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Rema' nifte,m s needed to issue the permit. (May require additional plan review upon receipt of the following items.)r D��-���anitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 57 3 16. Fire Sprinklers ..................:......................................................................... ❑ 17. Agricultural Buffer clriand site, plan apr from the Ag Commissioner Sent by ❑" 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required..'..................................................................... Fl 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit ...F...............................................................e ..... _ ❑ 22. Site plan and business license approval from the City of Biggs ..................... .`:..... .. ❑ California Department of Forestry plan approval ❑ paid. Sent by: 2 . tanning approval for (A) Use:(B)Parking: (C) Parcel Check: .1 P.P..............................9................... : ❑ Contact Land Development about _ Improvements, _ Drainage ................ i:,..... .� 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 .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................:'................................................. y of ❑ 33. Existing violations tions andlorexpired permits Agricultural 9.............ment'Statement.................................. ................................. y. ❑ 34. Deed Restriction........................................�................................................ ❑ 35. ❑ Legal description, ❑ M.H. Title, title search ''registrati6n or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone dog S ` 04131r) and hold for pickup:. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 0Gro - -- Date: 7' l,S U,� 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owper, was advised of the abo a data by ❑ phone, ❑ mail, ❑ couJter by Date: Plans reviewed by: Date: A- Plans approved by: Date: 5 . Structural reviewed b r Date: 11 V_ Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H.HU7 Piot Plan Attached �.:'. Floor Man Attached 7e" rSent to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance &Zai Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: el /,-- Environmental ealth Specialist Date 8/96 �ClC W�P� Department of Public Works J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Description: Project Location and/or Parcel Number: Z- �o ey 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 I, therefore, do not need to apply for 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: Less than I Acre NPDES & SWPPP Compliance Certification t 20 DECLARATION DRIVE CHICO, CA 95973 530-893-100 hk:)rt _r FAX 530-893-21113 ENGINEERING RING Civil Engineers •Planners • Surveyors ;STRUCTURAL CALCULATIONS I PROJECT: Shop addition EV I LOCATION: 1255 Glenn Haven Drive, Chico, CA 95926 JZ t OWNER:Richazd Rowe S WT 01 2g' JOB NUMBER: 7,797 DATE: May -02- 76 CODES: < California Building Code, 1998 Edition f CODE ENFORCEMENT: Butte County Building Department LOADS: Seismic Zone: 3 r' Pf 16 psf Wind Speed: 75 mph Exposure: B (Method 2 used, u.n.o.) Soil Bearing: 1500 psf (per CBC TABLE 18-1-A) , Min. Footing Depth: 12 inches , NOTES: Are Special Inspections required for Engineering' Elements Designed by NorthStar Engineering? No NorthStar Engineering is not respbnsible for these calculations unless this sheet is stamped by a registeied�professional engineer and wet signed with RED or BLUE ink. ' GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and/or details are designed by others and are not the responsibility of NorthStar Engineering. , Page 1 of 2 4 f BY: SM / JR DATE: May -02 JOB NO: 7797 PG. 2 of NorthStar ENGINEERING PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY ROOF: ROOF SHINGLES 2.5 psf LOADS OSB OR PLYWOOD 2.0 psf FRAMING 3.0 psf INSULATION 2.5 psf GYPSUM WALLBOARD 3.5 psf MISCELLANEOUS 1.5 psf DEAD LOAD 15.0 psf SNOW LOAD (Pf) 16.0 psf TOTAL LOAD 31.0 psf 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 LATERAL SEISMIC: Zone = 3 *1/ LOADS R= 5.5 FOR WOOD STRUCT. PANEL WALLS Soil type = SD FOR STIFF SOIL PROFILE I= 1 PER UBC TABLE 16 - K Ca= 0.36 PER UBC TABLE 16 - Q Cv = 0.54 PER UBC TABLE 16 - R Ct = 0.02 FOR ALL OTHER BUILDINGS hn = 14.0 ft T= 0.14 secs V= 0.54 *1/ (5.5* 0.14)= 0.68W Vmax = 2.5 * 0.36 * 1 / 5.5= 0.16 W Vmin= 0.11 *0.36 *1 = 0.04W For seismic zone 4: Vmin = 0.8 * 0.30 * 0.0 * 1 / 5.5 = 0.00 W Max sw % = 50% Lw = 7.0 ft AB= 1175 ft^2 r(max) = v*(10/Lw)= 50 % * 10 / 7.0 = p = 2 - 20 / (r -max * (Ab)^0.5) 2-20/ (0.71 * 1175 Use V= 0.16W 0.71 ^0.5)) = 1.18 E = p * VW = 0.19W PER UBC EQ. 30-1 NETFORCE= 0.19W11.4= 0.14W WIND: EXP = B SPEED= 75 mph Cq = 1.3 METHOD 2 DESIGN qs = 14.5 psf PRESSURE 0'- 15'= 0.62 Cq*qs*Ce = 11.7 psf 15'- 20'= 0.67 = 12.6 psf 20'- 25'= 0.72 = 13.6 psf 25'- 30'= 0.76 = 14.3 psf 30'- 40'= 0.84 = 15.8 psf NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CA 95973 BY: SM / JR 530-893-1600 DATE: May -02 FAX 530-893-2113 JOB NO: 7797 PG. 2- of General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2: All waterproofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). 1� BY. irip— DATE: 5; 12 - JOB NO: 7 7 ol -7 PAGE OF UQA NorthStar I CM Engbeers - Planners - SuNeyors 1 v 101-0° :(.I -v/10, _Vd 4*- o�, 44 Foo— F- I -V- 11 Ll &I--- LX -W' 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 44 4— eq = �el Foo— F- I -V- 11 Ll &I--- LX -W' 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 5 7 e, c- I A L ►MOTE OfJ F6i. eq 5 7 e, c- I A L ►MOTE OfJ F6i. A , By: SM / JR Date: 11/7/02 Job No: -/-7q'7 Page j of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid 1 C (Z, ev ( S (E INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 LLswl L L2 Nort Star ENGINEERING 0 /O-7/oZ 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 L Lsw4L L5 L6 = 0.0 ft LENGTH OF SHEARWALL (LSwTOT) = 8.1 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 21.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W H / W ratio L1 = 7.9 ft Lswl = 4.4 ft 2.04:1 L2 = 5.0 ft Lsw2 = 3.7 ft 2.45:1 L3= 0.0 ft Lsw3= 0.0 ft L4= 0.0 ft Lsw4= 0.0 ft L5 = 0.0 ft Lsw5 = 0.0 ft L6 = 0.0 ft LENGTH OF SHEARWALL (LSwTOT) = 8.1 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 21.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHRAGM 25.0 ft 20.5 ft 15.0 psf 11.5 ft 513 ft^2 37 Ib/ft 132 Ib/ft 10% PARALLEL WALL 42.0 ft 9.0 ft 10.0 psf 4.5 ft 378 ft^2 180 Ib/ft 65 Ib/ft 100% PERP. WALL 37.0 ft 9.0 ft 10.0 psf 4.5 ft 333 ft^2 0 Ib/ft 57 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft, 0 ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 217 Ib/ft Total vegDL = 253 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL - Adia / L = 0 Ib/ft 10% TRIBUTARY WALL AREA FOR WIND (Aw) = 185 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 14.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 11.7 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 9.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K-SL-Adia/LswTOT = 253 Ib/ft LAT. WIND FORCE (v w) = Aw - P / LswTOT = 267 Ib/ft GOVERNING LATERAL FORCE v ov = 2671b/ft WIND GOVERNS By: SM / JR NOrthStar 20 DECLARATION DRIVE Date: 11/7/02 ENGINEERING CHICO, CA 95973 Job No: - -7 1-) 7 530-893-1600 Page (P of FAX 530-893-2113 SHEAR WALL: (CONTINUED) Location: Grid 1 ((Z-evIS69 Illo -7/0 2) UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) * ., . = 2060 ft - Ib /ft WIND = (v w) * cgw = 2407 ft - Ib /ft max (mo) = 2407 ft - Ib /ft OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (MID) = (Mo - Mr) I Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL DSF1 = (vgov * LswTOT /.L) * L1 = 814 Ib DSF2 = vgov * Lsw1 - (vgov * LswTOT / L) * (L1 + Lswl) _ (112" dia. anc. bolt) (518" dia. anc. bolt) 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = Sill plate Anc. bolt Sill plate Anc. bolt U Ib-, DSF9 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) _ QF.It�;.. DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = thick. in s acin ft thick. in _spacing (ft) 2X 3.09 2X 4.00 Req'd: SHEAR WALL NO.2 HOLDDOWNS FOR SHEARWALL Uplift A-307 Retrofit Length Mo Mr M/D allthrd dia. HD Holdowns Lswl = 4.4 ft 10632 ft -Ib 1410 ft -Ib 20881b 5/8 RFB#5x16 / ET -22 PHD2 / 2-2x / SSTB20 Lsw2 = 3.7 ft 8827 ft -Ib 971 ft -Ib 2142 Ib 5/8 RFB#5x16 / ET -22 PHD212-2x / SSTB20 Lsw3 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -lb 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE % DSF1 = (vgov * LswTOT /.L) * L1 = 814 Ib DSF2 = vgov * Lsw1 - (vgov * LswTOT / L) * (L1 + Lswl) _ -88 Ib DSF3 = vgov * Lsw1 - (vgov * LswTOT / L) * (1-1 + Lswi + 1-2) _ -603 Ib DSF4 = vgov * (Lswi + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4) _ '0 Ib DSF8 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov * LSWTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = U Ib-, DSF9 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) _ QF.It�;.. DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = ffirbe MAX. DRAG STRUT FORCE = 814 Ib, MIN. DRAG STRUT FORCE _ -603 Ib USE: LSTA36 STRAP AT ALL TOP PLATE SPLICES By: SM / JR Date: 5/14/02 Job No: -7'1 9 7 Page -7 of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid 2 INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 ' LLsw1 L L2 LLsw2 L L3 NorthStar ENGINEERING L1 = 10.0 ft Lsw1 = 21.0 ft L2= 0.0 ft Lsw2= 0.0 ft L3= 0.0 ft Lsw3= 0.0 ft L4= 0.0 ft Lsw4= 0.0 ft L5= 0.0 ft Lsw5= 0.0 ft L6 = 0.0 ft 46 Ib/ft 10% LENGTH OF SHEARWALL (LswTOT) = 21.0 ft TOTAL LENGTH OF WALL (L) = 10.0 psf 31.0 ft 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 L Lsw4L L5 LLsw5 I, L6 H / W ratio 0.43:1 WALL HEIGHT = 9.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHR. #1 25.0 ft 18.5 ft 15.0 psf 11.5 ft 463 ft^2 22 Ib/ft 46 Ib/ft 10% PARALLEL WALL 46.0 ft 9.0 ft 10.0 psf 4.5 ft 414 ft^2 134 Ib/ft 27 Ib/ft 100% PERP. WALL 50.0 ft 9.0 ft 10.0 psf 4.5 ft 450 ft^2 0 Ib/ft 30 Ib/ft 0% ROOF DIAPHR. #2 35.0 ft 6.5 ft ' 15.0 psf 11.5 ft 228 ft^2 11 Ib/ft 22 Ib/ft 10% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% i oiai wuL _ ibi loin Total vegDL = 125 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 10% TRIBUTARY WALL AREA FOR WIND (Aw) = 230 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 14.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 11.7 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 9.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 125 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 128 Ib/ft GOVERNING LATERAL FORCE v ov = 1281b/ft WIND GOVERNS By: SM / JR iNorthStar 20 DECLARATION DRIVE Date: 5/14/02 ENGINEERING CH ICO, CA 95973 Job No: 1'(9 1 530-893-1600 Page of FAX 530-893-2113 SHEAR WALL: (CONTINUED)' Location: Grid 2 UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) * ... = 1040 ft - Ib /ft WIND (v w)*cgw= 1152 ft-Ib/ft • max (mo) = 1152 ft - Ib /ft OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (MID) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL 867 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) = 0 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl + 1-2) = (1/2" dia. anc. bolt) (5/8" dia. anc. bolt) DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib Sill plate Anc. bolt Sill plate Anc. bolt 0 lb DSF9 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgovLswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 lb DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = thick. in s acin (ftl thick. in spacing (ft) 2X 4.00 2X 4.00 Req'd: SHEAR WALL NO.1 HOLDDOWNS FOR SHEARWALL Uplift A-307 Retrofit Length Mo Mr M/D allthrd dia. HD Holdowns Lswl = 21.0 ft 24192 ft -Ib 24540 ft -Ib -17 Ib Not req'd NOT REQ'D NOT REQ'D Lsw2 = 0.0 ft 0 ft -Ib - 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lswi = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -lb 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 867 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) = 0 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl + 1-2) = 0 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib 0SF8 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov - LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 lb DSF9 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgovLswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 lb DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 lb MAX. DRAG STRUT FORCE = 867 Ib MIN. DRAG STRUT FORCE = 016 By: SM / JR Date: 5/14/02 Job No: '7'1 °t 'l Page I of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid 3 INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 L Lsw1 L L2 I.Lsw2 I, L3 NorthStar ENGINEERING L1 = 0.0 ft Lsw1 = 31.0 ft L2= 0.0 ft Lsw2= 0.0 ft L3= 0.0 ft Lsw3= 0.0 ft L4= 0.0 ft Lsw4= 0.0 ft L5 = 0.0 ft Lsw5 = 0.0 ft L6 = 0.0 ft 4.5 ft 279 ft^2 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 L Lsw4L L5 LLsw5 I, L6 H / W ratio 0.29:1 LENGTH OF SHEARWALL (LswTOT) = 31.0 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 31.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHR. #1 35.0 ft 8.5 ft 15.0 psf 11.5 ft 298 ft^2 14 Ib/ft 20 Ib/ft 10% PARALLEL WALL 31.0 ft 9.0 ft 10.0 psf 4.5 ft 279 ft^2 90 Ib/ft 12 Ib/ft 100% PERP. WALL 13.0 ft 9.0 ft 10.0 psf 4.5 ft 117 ft^2 0 Ib/ft 5 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% I otal WUL = l U4 ID/tt Total vegDL = 38 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 10% TRIBUTARY WALL AREA FOR WIND (Aw) = 75 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 14.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 11.7 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 9.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 38 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 28 Ib/ft SEISMIC GOVERNS GOVERNING LATERAL FORCE v ov = 38 Ib/ft 0 By: SM / JR NorthStar 20 DECLARATION DRIVE Date: 5/14/02 ENGINEERINGCH ICO, CA 95973 Job No: 'T -1 -7 530-893-1600 Page I O of FAX 530-893-2113 SHEAR WALL: (CONTINUED) Location: Grid 3 UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) * ... = 308 ft - Ib /ft WIND =(v w)*cgw= 254 ft -lb/ft max (mo) = 308 ft - Ib /ft OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2) / 2 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (MID) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL (1/2" dia, anc. bolt) (5/8" dia. anc. bolt) Sill plate Anc. bolt Sill plate Anc. bolt thick. in spacing ft thick. in _spacing (ft) 2X 4.00 2X 4.00 Req'd: SHEAR WALL NO.1 HOLDDOWNS FOR SHEARWALL y Uplift A-307 Retrofit Length Mo Mr M/D allthrd dia. HD Holdowns Lswl = 31.0 ft 9561 ft -Ib 42638 ft -Ib -1067 Ib Not req'd NOT REQ'D NOT REQ'D Lsw2 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw3 = 0.0 ft 0 ft -Ib 0 ft -lb 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 0 Ib DSF2 = vgov * Lsw1 - (vgov * LswTOT / L) * (L1 + Lsw1) = 0 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl + 1-2) = 0 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lsw1 + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lsw1 + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov * (Lsw1 + Lsw2 + Lys + Lsw4) - (vgov' LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (vgov' LWOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LWOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib MAX. DRAG STRUT FORCE = 0 Ib MIN. DRAG STRUT FORCE = 0 Ib 0 By: SM / JR Date: 5/14/02 Job No: -7 '7 Page 11 of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid IS INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 L Lsw1 L L2 LLsw2 L L3 LLSw3 L L4 I. Lsw4L L5 I.Lsw5 I. L6 ' LENGTH HT. OR W H / W ratio L1 = 5.0 ft Lsw1 = 7.0 ft 1.29:1 L2= 38.0 ft Lsw2= 0.0 ft L3= 0.0 ft Lsw3= 0.0 ft L4= 0.0 ft Lsw4= 0.0 ft L5= 0.0 ft Lsw5= 0.0 ft L6 = 0.0 ft 100% PERP. WALL LENGTH OF SHEARWALL (LswTOT) = 7.0 ft WALL HEIGHT = 9.0 ft TOTAL LENGTH OF WALL (L) = 50.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHR. #1 54.0 ft 13.0 ft 15.0 psf 11.5 ft 702 ft^2 69 Ib/ft 208 Ib/ft 33% PARALLEL WALL 50.0 ft 9.0 ft 10.0 psf 4.5 ft 450 ft^2 90 Ib/ft 89 Ib/ft 100% PERP. WALL 55.0 ft 9.0 ft 10.0 psf 4.5 ft 495 ft^2 0 Ib/ft 98 Ib/ft 0% ROOF DIAPHR. #2 17.0 ft 10.0 ft 15.0 psf 11.5 ft 170 ft^2 0 Ib/ft 50 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 159 Ib/ft Total vegDL = 445 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 33% TRIBUTARY WALL AREA FOR WIND (Aw) = 150 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 14.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 11.7 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 9.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 445 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 250 Ib/ft GOVERNING LATERAL FORCE v ov = 445 Ib/ft SEISMIC GOVERNS By: SM/JR NOrthStar Date: 5/14/02 Job No: '1ENGINEERING '1 °1 -7 Page i2 of SHEAR WALL: (CONTINUED) Location: Grid B UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) WIND = (vw) *cgw= max (mo) _ 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 3812 ft -lb/ft 2254 ft - Ib /ft 3812 ft -Ib/ft OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/12 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (MID) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL 312 Ib DSF2 = vgov * Lswi - (vgov * LswTOT / L) * (L1 + Lswl) = 2368 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lsw1 + 1-2) = (1/2" dia. anc. bolt) (5/8" dia. anc. bolt) 0 Ib DSF6 = vgov' (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4) = Sill plate Anc..bolt Sill plate Anc. bolt 0 lb DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lys) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + LsW2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 lb thick. in s acin (ftl thick. in spacing (ft) 2X 1.86 2X 2.67 Req'd: SHEAR WALL NO. 3 HOLDDOWNS FOR SHEARWALL Uplift A-307 Retrofit Length Mo Mr M/D allthrd dia. HD Holdowns Lswl = 7.0 ft 26683 ft -Ib 3322 ft -Ib 3337 Ib 5/8 RFB#5x16 / ET -22 PHD2 / 2-2x / SSTB20 Lsw2 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw3 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not re 'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 312 Ib DSF2 = vgov * Lswi - (vgov * LswTOT / L) * (L1 + Lswl) = 2368 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lsw1 + 1-2) = 0 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswi + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov' (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L)(Lt + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 lb DSF9 = vgov' (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) ' (L1 + Lswi + L2 + Lsw2 + W + Lsw3 + L4 + Lsw4 + L5) = 0 lb DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lys) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + LsW2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 lb MAX. DRAG STRUT FORCE = 2368 Ib MIN. DRAG STRUT FORCE = 0 Ib USE: bsc- 4- - 5 D 53 ' o- s b� 114 x T f -S 'P P u s TO T"o L_e I'` °, r15T C- 'L S t) A L L To? P I.. 5 F I- I c a 5* By: SM / JR Date: 5/14/02 Job No: -77qj -7 Page ( - of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid C INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 LLsw1 L L2 LLsw2 L L3 L1 = 40.0 ft Lsw1 = L2 = 0.0 ft Lsw2 = L3 = 0.0 ft Lsw3 = L4 = 0.0 ft Lsw4 = L5 = 0.0 ft Lsw5 = L6 = 0.0 ft 33% LENGTH OF SHEARWALL (LswTOT) _ TOTAL LENGTH OF WALL (L) = NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 L Lsw4L L5 LLsw5 I. L6 H / W ratio 10.0 ft 0.90:1 0.0 ft 0.0 ft 0.0 ft 0.0 ft 10.0 ftWALL HEIGHT = 9.0 ft 50.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.14 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIG. COMPONENT LENGTH HT. OR W DL CG A wDL veoDL %wDL to use ROOF DIAPHR. 54.0 ft 13.0 ft 15.0 psf 11.5 ft 702 ft^2 69 Ib/ft 146 Ib/ft 33% PARALLEL WALL 50.0 ft 9.0 ft 10.0 psf 4.5 ft 450 ft^2 90 Ib/ft 62 Ib/ft 100% PERP. WALL 55.0 ft 9.0 ft 10.0 psf 4.5 ft 495 ft^2 0 Ib/ft 68 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 159 Ib/ft Total vegDL = 276 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 33% TRIBUTARY WALL AREA FOR WIND (Aw) = 150 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 14.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 11.7 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 9.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 276 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 175 Ib/ft GOVERNING LATERAL FORCE v ov = 2761b/ft SEISMIC GOVERNS By: SM / JR NorthStar 20 DECLARATION DRIVE Date: 5/14/02 ENGINEERING CHI CO, CA 95973 Job No: - -7 01 -7 530-893-1600 Page 14- of FAX 530-893-2113 SHEAR WALL: (CONTINUED) Location: Grid C UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) * ... = 2263 ft - Ib /ft WIND =(v w)*cgw= 1578 ft -lb/ft max (mo) = 2263 ft - Ib /ft OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2) / 2 (Add wSL to wDL if veq controls) NET UPLIFT FORCE (MID) = (Mo - Mr) / Lswi SEISMIC ZONE = ' 3 SHEAR DESIGN FOR SHEARWALL 2210 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lswl) = 0 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lswl + 1-2) = (1/2" dia. anc. bolt) (5/8" dia. anc. bolt) 0 Ib DSF6 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov *.(Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = Sill plate Anc. bolt Sill plate Anc. bolt 0 lb DSF10 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 lb thick: in s acin ft thick. in _spacing (ft) 2X 2.99 2X 4.00 Req'd: SHEAR WALL NO.2 HOLDDOWNS FOR SHEARWALL Uplift A-307 Retrofit Length, Mo Mr M/D allthrd dia. HD Holdowns Lswl = 10.0 ft 22627 ft -Ib 6779 ft -Ib 1585 Ib 5/8 RFB#5xl6 / ET -22 PHD2 / 2-2x / SSTB20 Lsw2 = 0.0 ft 0 ft -Ib 0 ft -lb 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw3 = 0.0 ft 0 ft -Ib 0 ft -lb 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd NOT REQ'D NOT REQ'D DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 2210 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lswl) = 0 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lswl + 1-2) = 0 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov *.(Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 lb DSF9 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 lb DSF10 = vgov * (Lswl + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 lb MAX. DRAG STRUT FORCE = 2210 lb MIN. DRAG STRUT FORCE = 0 Ib USE: MSTC28 STRAP AT ALL TOP PLATE SPLICES BY: SM / JR NORTHSTAR ENGINEERING May -02 20 DECLARATION DRIVE JOB NO: 7-7 q 1 CHICO, CA 95973 PG. I S OF (530) 893-1600 CHECK COMBINED AXIAL AND BENDING (DUE TO WIND) FOR STUDS BASED ON 1997 UBC SECTION 2308.2 COLUMN PROPERTIES: Cl = 0.8 .8 FOR SAWN, .85 FOR ROUND, -.9' FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 3.5 IN WIDTH = 1.5 IN LENGTH (L) = 8.5 FT L / DEPTH = 29.14 OKAY < 50 AREA = 5.3 SQ.IN S = 3.06 CU.IN Ke = 1 SEE UBC SECTION 2307.3 KCE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GWLAM KbE = 0.438 .438 FOR VISUALLY GRADED, .609 FOR GLULAM Fb = 900 PSI Fb Cf 1.5 SIZE FACTOR PER TABLE 4A IN NDS Fb* = 1350 PSI( TABULATED VALUE* ADJUSTMENT FACTORS) Fc = 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) Fc Cf = 1.15 SIZE FACTOR PER TABLE 4A IN NDS Fc* = 1552.5 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) E' = 1.6 E6 PSI FcE = 565.3 FCE = KCE*E' / ( (L/d)(L/d) ) PC = 514.3 PSI Pc = Fc*( (1 + FcE / Fc*) / 2c' - SQRT((1+FcE /Fc*)/2c')((1+FcE /Fc*)/2c') (FcE /FC*)/c')) LOADING CONDITIONS: AXIAL LOAD = 1540 LBS fc = P / A = 291 PSI Pc = 514.3 PSI OKAY F'c > fc WIND LOAD = 15.6 PLF MOMENT = 1691 IN -LBS (MAX.) F' b = 1796 PSI = Fb * 1.33 (FOR WIND) fb = M / S = 553 PSI UNITY CHECK UNITY = (fc/Fc)(fc/Pc)+fb/Pb[1-(fc/FcE)] < 1.0 OR ELSE NO GOOD UNITY = 0.95 < 1.0 OKAY FOR COMBINED AXIAL AND BENDING USE: 2X4 DOUGLAS FIR LARCH #2 STUDS @ 16" O.C. •Strong9Ye mwu¢ms The Predeflected Holdown (PHD) is a revolutionary development in holdown connections. Predeflected during manufacturing, the PHD irtually eliminates deflection from material stretch. INPECIAL FEATURES: • Wood screws reduce slip due to overdrilled bolt holes. • Smaller centerline reduces eccentricity in the stud. • No stud bolts to countersink. • The slot in the seat provides anchor bolt adjustment. • Fits easily on a 4x stud. MATERIAL: See table. FINISH: Galvanized. Typical I Installa Hold, INSTALLATION: • Use all specified fasteners. See General Notes. • Place the PHD over the anchor bolt. • Install Simpson's code -recognized SDS1/4X3 wood screws, which are provided with the holdown. (Lag screws will not achieve the same load.) • For an improved connection, use a steel nylon locking nut or a thread adhesive on the anchor bolt. • See SSTB Anchor Bolts, page 25, for anchorage options. The design engineer may specify any alternate anchorage calculated to resist the tension load for a specific job. Anchorage length should take the bearing plate height of 15/a" into account, to ensure adequate length of threads to engage the nut. For 3x sill plates use SSTBL. • To tie double 2x members together, the designer must determine the fasteners required to bind members to act as one unit without splitting the wood CODES: ICBO 5328; City of L.A. RR 25300. PHD5 (others similar) US Patent 5,979,130 For holdowns, per ASTM test standards, anchor bolt nuts should be finger -tight plus 1/3 to 1/2 turn with a wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over -torque the nut. 1® 1. Allowable loads have been increased 33% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2. The designer must specify anchor bolt type, length and embedment. See the SSTB Anchor Bolts. 3. See page 10 and 32 for retrofit anchor bolt. 4. Loads are based on static tests on wood studs, limited by the lowest of 0.125' deflection, ultimate divided by 3, or the wood screw value. 5. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 6. Installs best with a low speed 1/2" right angle drill with a %, hex head driver. 7.PHD installed raised off the sill plate has greater deflection values. HDC product line eliminates eccentricity. Installs with SDS screws (included) to reduce slip and maintain post capacity. MATERIAL: 10 gauge strap. FINISH: Galvanized strap, aluminum base. INSTALLATION: • Use all specified fasteners. See General Notes. • Install on concrete. • Sized for 2-2x, 4x and 2-2x6 members in two load capacities. • Concentric to eliminate bending on the stud. • Install Simpson's code -recognized SDS1/4X2'/2 wood screws, which are provided with the holdown. (Lag screws will not achieve the same load.) • Slot in the seat allows for 3/8' of adjustment perpendicular to plate. • Witness slot in the base to inspect the nut . • Maximum anchor bolt height above concrete is 2'h'. CODE: Submitted to ICBO 3/01. Model Post Dimensions I Fasteners Number Allowable' . Holdowns '. :Holdownr Size W H No. of Bolt of SDS Tension Tension Loads Deflection Deflection Model Ga No. 1/4x21/2 Anchor Simpson Avg 2-2x and at Highest at Highest 9% 3 JW H B • CL Dia. SDSyX3 Ult Greater Vertical Allowable Allowable 3 5/e 12 4870 .032 Wood 2-2x Wood Member Design Load Design Load 1 % 24 9665 .075 H1DC10/4 SDS2.5 Screws 39/s 14'% (133) Flush Raised 9665 PHD2-SDS3 14 3 9%, 2'/ 1% % 10 12,520 3610 .033 .076 PHD5-SDS3 14 3 11 8 2/ 1y, % 14 15,670 4685 .047 .111 PHD6-SDS3 12 3y 131)(8 2/ iX % 18 18,250 5860 .045 .077 PHD8-SOS31 10 3y 179(8 2'/8 1% / 24 21,243 6730 051 .060 1® 1. Allowable loads have been increased 33% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2. The designer must specify anchor bolt type, length and embedment. See the SSTB Anchor Bolts. 3. See page 10 and 32 for retrofit anchor bolt. 4. Loads are based on static tests on wood studs, limited by the lowest of 0.125' deflection, ultimate divided by 3, or the wood screw value. 5. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 6. Installs best with a low speed 1/2" right angle drill with a %, hex head driver. 7.PHD installed raised off the sill plate has greater deflection values. HDC product line eliminates eccentricity. Installs with SDS screws (included) to reduce slip and maintain post capacity. MATERIAL: 10 gauge strap. FINISH: Galvanized strap, aluminum base. INSTALLATION: • Use all specified fasteners. See General Notes. • Install on concrete. • Sized for 2-2x, 4x and 2-2x6 members in two load capacities. • Concentric to eliminate bending on the stud. • Install Simpson's code -recognized SDS1/4X2'/2 wood screws, which are provided with the holdown. (Lag screws will not achieve the same load.) • Slot in the seat allows for 3/8' of adjustment perpendicular to plate. • Witness slot in the base to inspect the nut . • Maximum anchor bolt height above concrete is 2'h'. CODE: Submitted to ICBO 3/01. Model Post Screw Anchor Number Allowable Holdown Deflection No. Size W H B Bolt of SDS Tension at Highest Allowable 1/4x21/2 (133) Design Load HDC5/22-SDS2.5 2-2x 3'/8 9% 3 5/e 12 4870 .032 HDC5/4-SDS2.5 4x 39/,s 9'/e 1 3 5/e 12 4870 .032 HOC10/22-SDS2.5 2-2x 3'/8 14%1 3 1 % 24 9665 .075 H1DC10/4 SDS2.5 F4x 39/s 14'% 3 �% 24 9665 .075 I. The designer must specify anchor bolt type, length and embedment. See the SSTB Anchor Bolts. 2. See page 10 and 32 for retrofit anchor bolt. 3. Loads are based on static tests on wood studs, limited by the lowest of 0.125' deflection, ultimate divided by 3, or the wood screw value. M. / Top View Typical Concrete Wall PHD Offset Installation 8.SDS'/4x3 screws are required for PHD's. Call Simpson for PHD loads using shorter screws. 9. For Hem -Fir loads, request Technical Bulletin T-HEMFIR. 4. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 5. Installs best with a low speed 'h' drill with a 3/e hex head driver. Il Install on Concrete Typical HDC Installation with 2-2x4 studs (Similar with 2-2x6 studs) PA-e,e- 16 d(- 17 SDS1/4X3 Screw US Patent No. 6,109,850 See screw HANGER NOT info on SHOWN page 8 Top View Typical Concrete Wall PHD Offset Installation 8.SDS'/4x3 screws are required for PHD's. Call Simpson for PHD loads using shorter screws. 9. For Hem -Fir loads, request Technical Bulletin T-HEMFIR. 4. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 5. Installs best with a low speed 'h' drill with a 3/e hex head driver. Il Install on Concrete Typical HDC Installation with 2-2x4 studs (Similar with 2-2x6 studs) PA-e,e- 16 d(- 17 j� Holdowns are used to transfer tension loads between floors, to tie I' purlins to masonry or concrete, etc. Use HOAs and HDs for overturning requirements and other applications to transfer tension loads. All RDAs and the H015 are self -jigging, ensuring code -required minimum 7 bolt diameter spacing from the end of the wood member to the center of the first bolt hole. HD6A, HD8A, HD10A and HD14Xs seat design allows greater i installation adjustability. An overall width of 3'/4' for the HD6A, HD8A and HD10A, and 3'k' for the HD14A provides an easy fit in a standard 4x wall. NDA SPECIAL FEATURES: • Single piece non -welded design results in higher capacity. • Load Transfer Plate eliminates the need for a seat washer. • Fewer inspection problems. MATERIAL: See table FINISH: HD2A, 5A, 6A, 8A, 10A—galvanized. HD8A may be ordered HDG; check with factory. HD14A, HD15, HD20A—Simpson gray paint INSTALLATION: • Use all specified fasteners. See General Notes. • For an improved connection, use a steel nylon locking nut or a thread adhesive on the anchor bolt. i • Bolt holes shall be a minimum of'hz'to a maximum of mis' i larger than the bolt diameter (per 1997 NDS, section 8.1.2.1.). • Standard washers are required between the base plate and anchor nut (HD15 only), and on stud bolt nuts against the wood. The Load Transfer Plate is an integral part of the HDA Holdown and no washer is required. See page 10 for BP/LBP Bearing Plates. • See SSTB Anchor Bolts, Simpson's Anchoring Systems and Additional Anchorage Designs for anchorage options. The design engineer may specify any alternate anchorage calculated to resist the tension load for a specific job. • Locate on wood member to maintain a minimum distance of seven bolt diameters, distance is automatically maintained when end I of wood member is flush with the bottom of the holdown. • To tie double 2x members together, the designer must determine the fasteners required to bind members to act as one unit _ without splitting. • For holdowns, anchor bolt nuts should be finger -tight Plus h to 1/2 turn with a wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over -torque the nut. • Stud bolts should be snugly tightened (1997 NDS, section 8.1.2.4). • For additional information, request T -HD. CODES: BOCA, ICBO, SBCCI NER-393, NER-469; City of L.A. RR 24818, RR 25158 and RR 25293. HD6A and'HD14A are not NER listed. 18 (HD2A simil U.S. Patent No. 4,665,672 Canada Patent No. 1,253,481 1 tx cking Typical HD5A Tie between Floors To achieve table loads, the minimum bolt end distance is seven bolt diameters. This distance is designed into holdowns. Bolt end distance may be increased, provided the anchor nut is not over -torqued, which could split the stud. Deflection values may be higher. Typical HD5A Holdown Installation with SSTB anchor bolt. Washers are not required at the base. Model No-.'. Material Dimensions Fasteners Anchor Dias s % Y. or X. '/e '/e '/e ' 1 1X 1y Stud Bolts,Ult Qty 2 2 2 . 3 4 4 4 5 '. Dia % y y % Yee 1 1 1 Avg : 12150 20767 27333 28667 28667 38167 51333 55333 to 1555 2055 1870 2485 980 3 — — — — — — e s eng I f 2565 2775 3095 3705 — — — — — — 1 2775 2760 4010 3980 11080 13380 11080 13380 —isnnS Holdown" Deflection 'at Highest Allowable Design Load 0.058 1 0.067 0.041 0.111 0.269 0.215 0.250 n nno Base Ga Body Ga 4 HB SB W.. H B SO CL H02A H05A HD6A 7 3 y 12 10 7 4X8 2y 2% 8 25(8 y 1X8 5y 3 3y8 9,(8 3X8 Y2. 2%, 6X8. 3y 3y. 11X8 89% 9(e 2Xe HD8A. 9e 7 6){83y 3y 149(8 p3i% 9(8- 2Xe HD10A y 7 69fe 3y 3y, .18X8 . #,- 9(a 2Xe HD14A 3 7 4 3y 20% 3% % 2)(6 HD20A % 3 7 4 4y 20)X(8 4Ye Ys 2% HD15 y 3 7 4 3y 124y N,(8 33� 2y 1 -Allowable loads have been increased 33% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 2. HD15 requires a minimum 6x6 nominal post. Minimum post size is required to ensure the load carrying capacityvof the critical net section meets the hoedown capacity. 3. Use a minimum 4x6 nominal post for the HD14A and the H020A. Minimum post size is required to ensure the load carrying capacity of the critical net section meets the holdown capacity. 4. HB is the required minimum distance from the end of the stud to the center of the first stud bolt hole. End distance may be increased as necessary for installation. 5. The designer must specify anchor bolt type, length and embedment. See SSTB Anchor Bolts and Additional Anchor Designs. 6. See page 32 for anchor bolt retrofit. 7. Lag bolts will not develop the listed loads. B. Holdowns installed raised off the mudsill have larger deflection values. Consult Simpson for into. 9. Full tension loads apply when H05A is used with a fib' anchor bolt. 10. See pgs 6, 7 for testing and other important information. 11. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. 12. For Hem Fir values request T-HEMFIR. un • StrongTie- SSTBO ANCHOR BOLTS Extensive SSTB testing has been done to determine the design load capacity at a common application, the garage stem wall. Design loads are based on the west ultimate, from a series of five tests, with a three -times safety factor. 1WPECIAL FEATURES: • Roiled threads for higher tensile capacity. • Offset angle reduces side -bursting, provides more concrete cover. • Stamped embedment line aids installation. • Configuration results in minimum rebar interference. MATERIAL: ASTM A307 INSTALLATION: • SSTB is used for monolithic and two -pour installations. • Nuts and washers are not supplied with the SSTB; install standard nuts, couplers and/or washers as required. REINFORCED CONCRETE FOUNDATION • Install SSTB before the concrete pour using an MKP or AnchorMate (see page 11). Install the SSTB diagonally at approximately 45• from the wall. Install one #4 rebar 3' to 5' from the top of the foundation. • The SSTB does not need to be tied to the rebar. • Minimum concrete compression strength is 2500 psi. Unless noted otherwise, no special inspection is required for foundation concrete —h.. th t t I d " b d L SST8 is 3'h' SSTBL is 5'h' II}• SSTB16 (others similar) C5 U.S. Patent 5,317,850 le i Imo• y MIN. EDGE I DISTANCE e e s ruc ura esign Is ase on concrete no greater than 2500 psi (1997 Uniform Building Code, section 1701.5.1). 3'to • Use 90% of the table load for 2000 psi concrete. s REINFORCED CONCRETE BLOCK _ • Before concrete pour, install diagonally at approx. 45° in the cell. 04 REeAR le • 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' o.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. av CODES: ICBO 4935, City of L.A. RR 25248. SELECTION TABLE Model 2x, 3x, 2-2x Sill Plates No. Mono Pour Two Pour PHD2' % 175/e H02A DIAGONAL 4420 LTT20B LTT131 SSTB16 SSTB20 HTT16 % zz J HD5A 14745 a J PHD2' MTT286 SSTB20 SSTB24 HTT22 % ° WDIA. SSTB H005/22 SST824 — HDC5/4 1850 a PHD6' TABLE LOAD APPROX. 45 297% PHD8' 32700 FROM WALL " H06A 4815 5' HDBA HD10A SSTB28 SSTB34 HDO8 32700 10100 HOC10/22 4815 SSTB36 HDC10/4 7% 367/a Typical SSTB o ° Installation Identification on the bolt head showing embedment angle. ENT LINE 4' I SLAB le FOOTING Double Pour Installation (SSTB20, 24 and 34) VMIN. 8'FOR DIA. 45° '135°/90°/45° 135•• SST8 o r . 0° Plan View of SSTB Placement in Concrete Stemwall TYPICAL PLAN VIEWS OF REBAR INSTALLATION 1.SSTBL models are recommended for Corner Installation PHO holdowns on 2-2x and 3x sill plates. Continuous Stemwall Mode17 Stemwall No. Width Min Dia Length Embed (e ° Allowable Tension Load (133)1•2 Concrete' Concrete Concrete I'c = 2500 psi Block Block End SSTB16 PLACE % 175/e x DIAGONAL 4420 4780 1850 IN CORNER 6 % zz J APPLICATION 14745 a J �m ° 12'MIN. FOR SSTB24 1 _`m a % ° WDIA. SSTB ° X m LLJ 5175 FOR FULL LOCATE 1850 a 8 TABLE LOAD APPROX. 45 297% Z 32700 FROM WALL " o 4815 5' MIN. 7/s 347% 287% 32700 10100 6385 4815 1.SSTBL models are recommended for Corner Installation PHO holdowns on 2-2x and 3x sill plates. Continuous Stemwall Mode17 Stemwall No. Width Min Dia Length Embed (e Avg Ult Concrete Allowable Tension Load (133)1•2 Concrete' Concrete Concrete I'c = 2500 psi Block Block End SSTB16 6 % 175/e 12% 13640 4420 4780 1850 SSTB20 6 % 21% 16% 14745 4600 4780 1850 SSTB24 1 6 % 25% 20� 16439 5175 4780 1850 SSTB281 8 7!a 297% 247% 32700 10100 6385 4815 SSTB34 8 7/s 347% 287% 32700 10100 6385 4815 SSTB36 8 7% 367/a 287% 32700 10100 6385 4815 1. Loads may not be increased for short-term loading. Loads apply to earthquake and wind loading. 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, 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 4W. 7. Order the SSTBL models for longer thread length (5'h'). SSTBL and SSTB loads are the same. 8.The minimum end distance for slab on grade Strang -Wali• Shearwall is 37%". The SST828 in a 6" stemwall with an end wall condition and a 37%" end distance has a load of 6800 lbs. The SSTB in a 8" stemwall with an end wall condition and a 37k" end distance has a load of 7690 lbs. 'ro R-. (Z ->v r--r=:yZ—G-T��c� z 4 r J ,+,c �. X p' N 2 i 5' MIN. ►� 135'MIN. End Wall P4 -r_ e Typical SSTB Installation with mudsill and holdown M Typical SSTB Installation in Grouted Concrete Block t6 OF PITA 46 See Hanger tables on pages 47 to 53. See Hanger Options on pages 149 to 154 for hanger modifications, which may result in reduced loads. These hangers have the highest loads of any face mount hangers! All hangers in this series have double shear nailing. This patented innovation distributes the load through two points on each joist nail for greater strength. It also allows the use of fewer nails, faster installation, and the use of standard nails for all connections. (Do not bend or remove tabs) MATERIAL: See tables, pages 47 to 53. FINISH: Galvanized. Some products available in stainless steel or Z -MAX; see Corrosion -Resistance, page 5. INSTALLATION • Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. • Not designed for welded or nailer applications. StrongTie, =NE=M "I LUS28 HUS210 (HUS26, HUS28, • 16d sinkers (9 gauge x 31/:) may be used where 10d commons are and HHUS similar) specified with no reduction in load. Where 16d commons are specified, ENQM 10d commons or 16d sinkers (9 gauge x 31/:) may be used at 0.84 of the table load. • With 3x carrying members, use 16d x 21/2' nails into the header and 16d commons into the joist with no load reduction. With 2x carrying members, use 10d x 11/2' nails into the header and 1 Od commons into the joist, reduce the load to 0.64 of the table value. OPTIONS: • LUS hangers cannot be modified. • HUS hangers available with the header flanges turned in for 2-2x (31/4') and 4x only, with no load reduction. See the HUSC Concealed Flange illustration. • See Hanger Options, page 149. • Other sizes available; consult your Simpson representative. CODES: BOCA, ICBG, SBCCI Nos. NER-209, NER-421; ICBO 5649; City of L.A. RR 24949 and RR 25076; Dade County No. 00-0512.06. Double Shear Nailing Side View Dome Double Shear Nailing prevents tabs breaking off (available on some models) U.S. Patent 5,603,580 The GA Gusset Angles' embossed bend section provides added strength. L—Staggered nail pattern reduces the possibility for splitting. LS—Field-adjustable 00 to 135° angles. MATERIAL: L-16 gauge; GA and LS -18 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners; see General Notes. • LS—field skewable; bend one time only. • Joist must be constrained against rotation (for example, with solid blocking) when using a single LS per connection. CODES: BOCA, ICBG, SBCCI NER-413, NER-443; ICBO 5357; City of L.A. RR 25119, RR 25149; Dade Co., FL 99-0713.05 (L70, LS50). Model No. L Fasteners Doug-FIAOF i 6 ;Pine Spruce -Pine -Fir Down, pllox�a6le loads;' `' Allowable Loads Avg r� r Ult Floors s§now , Roofs' Floor Snow Root ,(100)ti 3(115).x' (125�,� (100) (115) (125) GA1 23: 4-1 Od 612 185 185 185 160 160. 160 GA2 3Y4 6-1 Od 1600 335 385 415 290 335 335 L30 3 4-1 Od 758 &220 p240i ;X2451 190 205 205 L50 5 6-10d 1983 1:335". X385JfM 290 335 360 L70 7 8-1 Od 1983 ..445 •510_' K5574 380 435 475 L90 9 10-10d 4667 f555,f t64.*0;T)fb95 480 550 600 LS30 3% 6-1 Od 1933 335 385 420 290 335 360 LS50 4Yee 8-1 Od 2180 450 520 1 560 390 450 485 LS70 6% 10-10d 4233 560 645 675 485 560 580 LS90 731, 12-10d 3233 670 770 840 580 670 730 iLSU 1 L LM 2% LS Wj Typical LUS28 Installation Standard LUS28 installation use .148x3" (10d common) or .148x31/4' (16d sinker) nail ADJUSTABLE FROM 0.10131' BEND ONE TIME ONLY. SHIPPED AT 4S LS Top View Double Shear Nailing Top View U.S. Patent 4,480,941 Canada Patent 1,193,418 HUSC Concealed Flanges (not available for HHUS, HGUS and HUS2x) 1. GA and L angles—loads are for condition F1 or F2; LS angles—loads are for condition F1 only. 2.GA1 and GA2 angles—loads for F2 are 220 and 335 lbs (100) and 280 and 415 lbs (125), respectively. 3. Roof loads are 125% of floor loads unless limited by other criteria; floor loads may be adjusted for other load durations according to the code, provided they do not exceed those in the roof column. 4. Use a minimum lumber thickness of 13/4. For 11iT lumber, use 0.81 of table load, except GA1 in F1 direction, use 185 lbs. 5. Nail the L angle's wider leg into the joist to ensure table loads and allow correct nailing (see illustration). 710 2 R D r -CL( Fv(z. Jal& 40 i "7 C�-7 Typical LS70 Installation eAC. E - 2W 13e' L 90 L 70 LSD L30 L90 Typical GA Installation e �� mztf r, Y, Typical L50 Installation lgL)F • CoMtv Strme I CSICMSTSTRAPS CMSTC provides nail slots for easy installation and coined edges for safe handling. CS are continuous utility straps which can be cut to length on the job site. ackaged in a lightweight (about 40 pounds) cartons. FINISH: Galvanized. Some products available in Z -MAX; contact factory. INSTALLATION: • Use all specified fasteners. See General Notes. • Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle outward. • Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. • The table shows the maximum allowable loads and the nails required to obtain them. Fewer nails may be used; reduce the allowable load by the code lateral load for each nail subtracted from each end. • CMST only -Use every other triangle hole if the wood tends to split. Use round and triangle holes for comparable MST loads, providing wood does not tend to split. CODES: BOCA, ICBO, SBCCI NER-413; City of LA RR 25293 (CMST12 and CMST14); Dade Co. 99-0623.04 (CS18 only). 1. Allowable loads 100% value is the maximum steel capacity and may not be increased for other load durations unless otherwise indicated. 2.133% and 160% value may be used for earthquake or wind loading. 3. Use half of the nails at each member being connected to achieve the listed loads. A high value seismic tie for horizontal ties across intervening members. FINISH: SA36-galvanized; all others -Simpson gray paint INSTALLATION: • Use all specified fasteners: See General Notes. • May not be suitable for floor diaphragms which protrude above beams. CODES: BOCA, ICBO, SBCCI NER-413; City of L.A. RR 25119. Total Total Fasteners ;. Allowable -e-Allowable Model . L End Ga • Len th g. Fasteners Tension ,Nail': Ltiads `Spacing No. (Length L ?: :> Bolts Nails .Cut (Total) .... of Roll) Dia (133 8 160) ;(133) > -(160): SA36 (139/160)2 on a Row) CMST12 40 45 12 clear span + 90" 100-16d 7230 9640 1 �;" 105 " clear span + 210" 118-10d 7230 9640 334" .2290 HSA41 3 ga x 3 CMST14 52X'. 34" . 14 clear span + 68" 74-16d. ;-' 5095 ';6795 78" clear span +156" 88 10d 5095 :6795 ;=:• ?334" 6400 HSA59 3 ga x 3 CMSTCI6 54' 25" 16 clears an + 50" 64-16d sinkers 3520 4690 134" 49" clear span + 98^ 64-16d sinkers 3520 4690 - 3" 10020 CS10 150' 14" 16 clears an + 30" 28-8d - 1235 1650 11 " clears an + 24" 22-1 od 1235'. 11650 CS16-R 25' CS18S 100' 1 t " clear span + 24" 22-8d CS18 200' 9" 18 clear span + 20" 18-10d 950 1270 CS18-R 25' 9^ clear span + 20" 18-10d 2X8" CS20 250' 9" 20 clears an + 20" 18-8d 750 :1005: ` 7" clears an + 16" 14-1 od ' ,. .750 ,`;•1005 . CS20 R 25' CS22 300' . 7" 22 clears an + 16" 14-8d LVO825 534" clear span + 13" 12-10d 620 825 CS22 R 25' 1. Allowable loads 100% value is the maximum steel capacity and may not be increased for other load durations unless otherwise indicated. 2.133% and 160% value may be used for earthquake or wind loading. 3. Use half of the nails at each member being connected to achieve the listed loads. A high value seismic tie for horizontal ties across intervening members. FINISH: SA36-galvanized; all others -Simpson gray paint INSTALLATION: • Use all specified fasteners: See General Notes. • May not be suitable for floor diaphragms which protrude above beams. CODES: BOCA, ICBO, SBCCI NER-413; City of L.A. RR 25119. 1.Allowabie loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. 2 -Allowable loads assume a restrained member of 3'h' min. thickness with bolts in single shear. 3. Bolt and nail values may not be combined. 4. Only SA36 can be field -bent for other intermediate beam widths. CMSTCI6 Hole Pattern Typical HSA Installation 129 Total Fasteners Allowable Model •'Strap Av Horizontal Loads No. Section .. _. ?: :> Bolts Nails UIg : .Nails ` : ` Bolts Dia (133 8 160) ;(133) > -(160): SA36 12 ga x 2X8 36 22-16d 4 y 6767 1900 1605 1900 HSA32 3 ga x 3 32 — 2 y: .13600 — . °1910 .2290 HSA41 3 ga x 3 41 — '4 L4 17600 — ``::3770 :4520 HSA50 3 ga x 3 50 — . 6 21600 ='` r 5470 6400 HSA59 3 ga x 3 59 — 8 Yi 30100 — 6940 8330 HSA68 3 ga x 3y 68 — 10 3; 34200 — 8350 10020 1.Allowabie loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. 2 -Allowable loads assume a restrained member of 3'h' min. thickness with bolts in single shear. 3. Bolt and nail values may not be combined. 4. Only SA36 can be field -bent for other intermediate beam widths. CMSTCI6 Hole Pattern Typical HSA Installation 129 The MSTC series has countersunk nail slots for, a lower nailing pro- quantity of fasteners used. The LSTI light strap ties are suitable where gun -nailing file. Coined edges ensure safer handling. The RPS meets UBC and City of is necessary through diaphragm decking and wood chord open web trusses. Los Angeles code requirements for notching plates where plumbing, FINISH: HST—Simpson gray paint; PS—HDG; all others—galvanized. Some products heating or other pipes are placed in partitions. are available in stainless steel or Z -MAX; see Corrosion -Resistance, page 5..& Install Strap Ties where plates or soles are cut, at wall intersections, INSTALLATION: Use all specified fasteners. See General Notes. - and as ridge ties. LSTA and MSTA straps are engineered for use on 1'/z OPTIONS: Special sizes can be made to order. See also HCST. . members. The 3' center -to -center nail spacing reduces the possibility of splitting. For the MST, this may be a problem on lumber narrower than CODES: BOCA, ICBO, SBCCI NER-413, NER-443; ICBO 4935, 5357; 3'/i ; either fill every nail hole with 1061'/i nails or fill every other nail Dade County, FL. 00 1023.05 (MSTA30, MSTA36, ST12, ST18, ST22); hole with 16d commons. Reduce the allowable load based on the size and City of L.A. RR 25119, RR 25149, RR 25281. t - 1'A' -I 12'/e• 1'h' "I f' ehe•5�„� I W f0 ' .. Q a=LL LL C/i n LL TFIT CD O N LL -- N T: t ST2115 N . F yLL u .o -T • fQ m k : N.. - ST9, ST12, F N N ST18, ST22 o 10 ° fr ST MSTAM36 LSTA and. MSTA FHA (0 U U) U.S. Patent 4,367,973 (pilot holes s J not shown) "N N N 3 a L H z _ .A ' I HST W cc z ' - ----- a 2'4' HST2 and HST5 HST2 HST5 1HST3 and HST6 HST3 HST6 N MSTI MST = LSTI l o N U � 7 Floor -to -Floor Typical Tie Installation MSTI Installation showinga ' (MIT hanger shown) Clear San LSTI similar f Typical LSTI , Installation 130 • ��� E FeYiFly cz oN ("I-•/ bCa(� ” ( -7-79-7 �' Z'1 0 17-� — — — STRAP TIES BEAM and BEAM and Ml;l STRAP Lc, r' STRAP Model No. Ga Dimensions Fasteners (Total) Allowable Tension Loads WT L . ; Nails „' Floor (loo) . (133) (160) RPS18 16 1 Y, 18 12-16d 810 1080 1295 RPS22 1 22 16-10d 905 1205 1445 RPS28 12L 28 12-16d 810 1080 1295 LSTA9 18 1Y4 9 8-10d ::450 605 725 LSTA12 1Y4 12 10-10d .' ;565 -755 '905 LSTA15 1y4 15 12-10d •680 '.905 1085 LSTA18 1y4 18 14-1Od . 790 1055 1265 LSTA2120 1, 21 16-1Od '905 1205 1295 LSTA24 1, 24 18-10d 1015 1295 1295 ST292 • 2X, 9X, 12-16d 4790 1055 1130. ST21222 12 16-16d• 1070 1425 1505 ST2115 y4 16 10-16d 450 600. 600 ST2215 2X,, 1 20-16d '1270 1695 1695 LSTA30 18 ly, 30 22-10d 255 1670 1715 LSTA36 _1 1y4 36 26-1Od 1480 1715 1715 LST149 3-Y4 49 32-10dx1 , 1455 1940 2330 LST173 3 73 48-10dxly2 2185 29101 3495 MSTA9 1 X 9 8-10d 455 610 730 MSTA12 1, 12 10-10d 570 760 910 MSTA15 1 y4 15 12-1Od 685 910 1095 MSTA18 1, 18 14-10d 800 1065 1275 MSTA21 1, 21 16-10d 910 1215 1460 MSTA24 1, 24 18-1Od 1025 1370 1640 MSTA30 16 1 y, 30 22-1Od 1265 1685 2025 MSTA36 1Y4 36 26-1Od •1495 1995 2135 ST6215 2X, 16X, 20-16d 1330, 1775 2130 ST6224 2X, 23X, 28-16d 1890 2520 2630 ST9 1 A 9 8-16d 530 705 '850 ST12 1, it 10-16d 665 .885' 1065 ST18 ST22 1, 17y, .14-16d 900 1200 1200' 1y4 21 18-16d 1025 1370 1370 MSTC28 3 2§& 36-16d sinkers 2070 2760 3310 MSTC40 3 40Y4 52-16d sinkers 2990 3985 4740 MSTC52 3 52Y. 62-16d sinkers 3555 4740 4740 MSTC66 14 3 65 , 76-16d sinkers 43901 5855 5855 MSTC78 3 ' 77Y4 76-16d sinkers 4390 5855 5855 ST6236 2X. 33' 40-16d 2575 3430 3430 FHA6 12 1T a 8-16d 550 735 885 FHA9 1x 9 8-16d 550 735 885 FHAl2 1% 11 8-16d 550 735 885 FHA18 1% 17%. . 8-16d 550 735 885 FHA24 1% 23/ 8-16d. 550 735 885 FHA30 1X6 30 8-16d 550 735 885 MST126 2X, 26 26-10dxly, 1130 1510 1810 ' MST136 2Xs 36 36-10dxly, 1565 2090 2505 MSTI48 2X, 48 48-10dxly2 2135 2850 3420 MSTI60 2X, 60 60-10dxly, 2760 3680 4415 MSTI72I 2X6 1 72 1 72-10dxly, 3310 4415 1 4725 A EN DISTA EN DISTA Typical LSTA Installation Typical LSTA Installation (hanger not shown) (hanger not shown) Model Notch _ No"'. Plate Width RPS18 2x4 5 5YRPS° r l "•RP PS 828°i;! i I 1Y--yll RPS22 2x6 <- 5Y' RPS RPS28 2x4 512° RPS28 (INCOMPLETE NAIL PATTERN SHOWN) Typical 'RPS RPS Installation ypical . 'S720 istallation Model No. Ga Dimensions Boils W 1. L 0ty Dia 18° 18 2 18 418° B 7 4 18 420° Nails 6Y, 20 8 Y ''��-� ('��'�I✓YL-.)� Gal >3• { , _,. _ate �. - Floor -to -Floor Clear Span Table Model No. Clear Span Dimensions Fasteners (Total) T Allowable Tension Load (133) (160) Allowable Tension Loads 18 Model No. 6a W L Nails Bolts Qty Dia Floor (100) Nails (133) (160) Floor (100) Boltss (133) (160) MST27 18 2 27 30-16d 4 2070 2760 2790 1295 1725 2070 MST37 12 2 37 42-16d 6 jy, 2860 3815 3815 1825 2435 2920 MST48 2285 I 2X. 48 46-16d 8 Y, 3345 4460 4460 2225 2970 3560 MST60 10 2X6 60 56-16d 10 Y2 4350 5800 5800 2670 3565 4275 MST -72 MST136 • 2 72 56-16d 10 Y, 4350 5800 5800 2670 3565 4275 HST2 7 2Y, 21 , — 6 — — — 3130 4175 5005 HST5 3065 5 21, — 12 — — — 6385 8510 10210 HST3 3 3 25 — 6 , — — — . 4645 6195 7435 HST6 6 25y — 12 ya — — — 9350 12465 14955 ''��-� ('��'�I✓YL-.)� Gal >3• { , _,. _ate �. - Floor -to -Floor Clear Span Table Model No. Clear Span Fasteners (Total).- T Allowable Tension Load (133) (160) MSTC28 18 12-16d sinker 920 1105 16 16-16d sinker 1225 1470 MSTC40 18 1 28-16d sinker 2145 .2575 16 36-16d sinker 2455 2945 MSTC52 18 44-16d sinker 3375 4050 16 48-16d sinker 3680 4415 MSTC66 18 64-16d sinker 5035 5855 16 68-16d sinker 5350 5855 MSTC78 18 80-16d sinker 5855 5855 16 80 16d sinker 5855 5855 MST3718 20-16d 1905 2285 16 22-16d 2100 2515 MST48 18 1 2-16d 31351 3765 16 34-16d 3330 4000 MST60 18 46-16d 4785 5740 16 48-16d 4990 5800 MST72 18 56-16d 5800 5800 16 56-16d 5800 5800 MST136 • 18 14-10dx11h 810 975 16 16-10dx11h •930 1115 MST148 18 26-1Odxllh 15451 1855 16 1 28-10611h 1660 1990 MST160 18 38-10dx11h 2330 2800 16 40-1Odxl1h 2455 2945 MST172 18 50-10dxll/2 3065 3680 16 52-1Odx11h 3190 3830 1. Loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. Floor loads may not be increased for other load durations. 2.10dxl1.6' nails may be substituted where 16d sinkers are specified at 0.80 of the table loads. 3.10d commons may be substituted where 16d sinkers are specified at 100% of table toads. 4.16d sinkers (9 gauge x 31/<') or 10d commons may be substituted where 16d commons are specified at 0.84 of the table loads. 5.Allowable bolt loads are based on parallel -to -grain loading and these minimum member thicknesses: MST -2'h'; HST2 and HST5-4'; HST3 and HST6-41h'. 6. PS strap design loads must be determined by the building designer for each installation. Bolts are installed both perpendicular and parallel -to -grain. 7. Use half of the nails at each member being connected to achieve the listed loads. 8. For lap splice details, refer to T-CMST. 131 BY: J r"i F NorthStar DATE: 20 DECLARATION DRIVE � � I Z CHICO, CALIFORNIA 95973 JOB NO: % -7 9-7 530-893-1600 PAGE eZ3 OF Civil Engineers • Planners • Surveyors FAX 530-893-2113 The owner shall be responsible for ensuring that the following special inspections are provided. Special inspectors shall be employed by the owner and not by the contractor or any other person responsible for the work. The special inspector must be acceptable to the project engineer and the local building official. All inspections performed in accordance with section 1701 of the 2001 CBC and other applicable standards. Inspectors shall be approved by the building department prior to the issuance of a building permit. The portions of work that require special inspection are the 4 epoxied all thread bars set into the existing concrete footing at the shear walls at the side of the shop on line 1 as shown on page 4 of the structural calculations. The installation of the bars shall be inspected by NorthStar Engineering. The duties of NorthStar Engineering shall include the following: Verify the embedment depth of the dowels. Observe the cleaning of the drilled holes to be in compliance with the mfg. Verify that the specified epoxy is being used and that it is mixed properly. Verify that the dowels are as specified and that they are clean and oil free. Verify that the number and location of the dowels is as specified. Verify that the contractor is requiring the minimum cure time. Provide report to the County as noted below. Samples of inspection reports shall be provided by the testing agencies if required by the building official. Reports shall be submitted to the building department within seven calendar days of the inspection. All inspector's reports noting discrepancies to be filed with the building department Weekly f�a rnnctnirtinn whether corrected or not. All\ inspectors' daily logs shall be maintained on site for review by the County inspectors. BY: -J DATE:12 JOB NO: % —7 1 -7 PAGE 2q— OF 2,+ sH EST AT2 J;� EV NorthStar CM Engineers • Planners • Surveyors PLYWOOD PER PLAN .AI.T LOGATIOrI _ 8d is 6" O.C. 2X BLOCK CONTINUOUS W/ VENT PER CODE E.N. L- ocedrTI ofJ NOTE: EXTERIOR EAVE FRAMING t FINISH PER PLAN EXTERIOR FIN15H PER ELEVATION 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 ROOF FRAMING PER PLAN CLIP PER "SHEAR WALL SCHEDULE" INTERIOR FINISH WHERE OCCURS PLYWOOD a E.N. = EDGE NAILING PER "SHEAR WALL SCHEDULE" SHEAR TRANSFER NO SCALE R S EE TIA174 042-35-0- 34 - 92-0113 ROWE, RICHARD CONTR: OWNER 1255 GLENN HAVEN DR, CHICO GARAGE CONV TO LIVING OAK NAY JOB FINALE Signature , . f ,1 OK O = Not OK Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements POOLS (Plans) OK except #'s 2. Soils; Special MH Support Sketch 1. Setbacks -Easements - - 3. Sewer; Location -Test -Fall -C/O Concrete 2. Soils; Compaction -Structure Stability 4. Water; Location -Test -Easement Needed (Sketch) M j 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 4. Elec.; Receptacles and Lighting, Distances-GFI 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Elec.; Pool Lighting; 15 volts-GFI 7. Well Clearance & Disconnect 6. Elec.;Enclosures; Conduit Entries -Terminals -listed 8. Utility Clearance 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Date Card B-1 Date Card B-1 Date Card _B- 1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances Card 6-1 Date Card B-1 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 'R 9. Exits; Insp.-Sketch _ k 10. Cert+of Occupancy - - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS " Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 11 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses ti 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements - - 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card 6-1 Date Card B-1 J=OK =Not ApplicSble Ready Not Ready RESIDENTIAL (Single & Duplex) = Date UN RFLOOR (Plans) OK except #'s Zo g -Setbacks -Easements -Flood -Slope 19�Ftg., Main; Soils-Elec. Grnd.-/)ZC" Ftg. Depth 3-Prg-Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel • 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 1.�Ienums & Ducts; Clearance -Material -Support -Ins. . Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date -3- Card B-1 Date Card B-1 Date 14 -1u^Card B-1 GG Date Card B-1 Date PLUMBING (Permit),OK except h's ater Htr., e Access -Combustion Air -Baffle tL ip Test nchor-Nail Protection ---------------- tte3' D.W t ngs & Anchor -Nail Protection ------ --- - ------ — ------------------ First Floor -Tub Access -- - 20-'fr5rTab-6-Shewer, Second Floor -Tub Access ------- ------------------------------------------ -& Anchors --------- ---- -- - - - - - -- -- - - - ---- -- -- --- --- -------------------- --- - Date Date - Card B_1 ---- -------------- ------------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 3/ Fixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switch_es at Doors ---------------------------------- ---------------------- -----------� � - - -------------------- L�d. Size Boxes & No. of Conductors -Stapled --------------- ------------------------ 9 ----------------------7------------ Romex In talked Close to Edge of Studs & C.J. ----------------------------------------------------- in -p---------------- --- -- -- --- -made u wrMech. Fas - a -ter ------------------- - ----- 2�-2-Apptiatsi e-CTrcuts in Kitchen & Conductor Siz rGFI -------------------------------- '------------------------- 2i--S"bteed-Wire Sizer ga. Cu or AI-A.C. Wire Size ga. Cu or At -------------------------------------- ------------------------------------------ ange Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------------------------------- I ----------------- -------------------------------- ervice-Riser Conductors & Ground -Main Disconnect _ ------ ---- 1. Equip Clearances Panels-Motors-Mech. Equip --------------------------------------------- - - - - - C othes Closet Light -Shower L ght-Spa Light - - ------- - - ----- --- ----- --- --------- - -- Smoke Detector -------------------------------- - --------- - - - - --- - -- - -- - -- -- -- - ---- --------------- -- ------ --- -- ----- - ----- ---- Date �pR qZ Card 3-1 5� __-__Date--------------Card B-1-- ----- ------- --- - - - --- ---- -- - Date Card B -i Date Card B-1 Date MECHANICAL (Permit) OK except a's 34-A-G_Ducts Insulation & Support ------------------------- ------------------ -------------- - - ------------ ------------------------------------- Vent Fan: Exhaust above insulation on ensate Drain & Overflow: Size & Grade ------ ------------------------------------------- -- --- - - -- ------------ 37--ftK4iaasa-Vent: Access -Comb. Air -Return Air Vent -115 outlet ---------------- ---------------------- - -- if Fu-- --- in Attic i ------- Date gZ Card B -t �R Date -- ---- --- Card -B-1 1- ------ ---------------------------- ----- ------- - --- -- ---- - --Car- --Da -------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 4's Sils. Proper Material & Anchors _ �0. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound - 4Bear ng Walls over Girders & Floor Nailing /Draft Stop in Walls (rat proof) -------------------------------- d� Fire Stops: Furred Ceilings -Stairs -Chases -Tub -- ------------------------- -------------------------- Headers & Beam -Size & Bearing Date FRAMING (Continued) - __-4Caps-Anchors-Connectors 4 Cing. Joist-Rftr. ties-Purlin-root Brac-Truss-Shthng.-Ring. res nr Tvoe A Flue -Fireplace Throat clearance -- —tic cce ;Size &Romex Protection -Draft Stop -Ins. Baffles xiting Doors -Sill Hgt. & Dimensions arage Fire Protection Framing --- -- /Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits �j�Stdlrs, vv om- ise-Run-Landing-Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers - Siding -Nailing Veneer_ - 6. fucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ------ �Y lazing Area -Glass Protection -Skylights -Plastic ----------- Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/1_6_ 2 Card B-1 5 Date _ Card B-1 Date Card B-1 Date Card B-1 Date Fltot (Plans) OK except h's Ext. Steps -Door & Sidelight Protection -Landings (fes %J\ , --- --------=------------ �-�- ^ 37 -Smoke Detector Ir y0j,_ 'eo-si�ty x-'63.-Farnace; Vents -Clearance -Comb. Air -Connector - In Garaqe; Above Floor-Ducts-Mech. Protection „ ------------------------- --6d--8>s�om Exiting _ & Bath Fixtures & Tub Access -Spa -Z&.--Elec.. Trim & Subpanel: Breaker Sizes & Labels ------------------ -- - rS Lairs & Rails --------------------- - -68-Prreplace or Stove: Clearances -Hearth - - - - - - -- -- -- ----------------- -61#. f c. Outlets at Wood Panel: Int. & Ext. ---------------- 70 Kit.Fixt & Appliance; Grnd.-Air Gap -Cooking Clearance --Tc. Outlets & Receptacles at Kit. Counter ---------- - ---------------------- ------ SFP.. garage Fire Door; Swing -Landing -Closer ------------------------------------- - _�_9_+ Dcct in Garage -Damper -- tr. Htr_Vents-Clearance-Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection ------------ .--�---------------- - 7Y f Ib.. Elec. &Mech. Equip. Listed for Location = ec. -eceptacles in Garage: (G.F.I.)-Romex Protection 7P" Insulation -Foam -Looked in Attic ❑ Yes Z&.Gdard Rails & Deck Construction -Post Caps -------------------------- 79 Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes --------------------------------------- - ----- --- — --tp-Faflowing instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No - BVSztucco Brown -Finish -------- -- 82_.A_C_Unit_Disconnect. Electrical, Plumbing — BA,'Oents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings X44-*Jaler Well; Disconnect, Electrical, Plumbing — 8AiExterior Elec. Trim: G.F.I. Receptacle -Underground d��7entilation Throughout House ag.-bass Protection orrections from Previous Inspections] 79is Test -Meters Tagged; Gas -Electric ------------ --------------------------------------- --y9-�daier & Sewer Connected -C/O to Grade -HD Approval -I tergy Compliance Certificate -Other Certificates ---------------- ---- --- --- Date L Card B-1 �jrJ-- Date _Card B-1 --%'�------------ -- - Date Card B-1 Date Card B-1 --------------------------------------- — Date Card _B- 1 Date Card B-1 Comments at Final: ------------------------------------------- COUNTY OF BUTTE BUILDING DIVISION . DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, -CA - ,(916) 891-2751. 7 County Center Drive, Oroville, CA - (916) 538-7541 r 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routire impection 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. Byou have any questions pertaining to this matter, or need additional explanation, please oanta this office immediately. 4 oiv+ ['jam ✓r/!�@ ay A a ens Date I2 -)A-z— Inspectpr - REV 10!92 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916). 538-7541 ! 747 Elliott_ Road, Paradise, CA - (916) 872-6307 t CORRECTION NOTICE ►vim-�... �,► 2 - Q � � 3 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the ab 'address and should be corrected. Please notify this office when correction of work is comp ted. If you have any questions pertaining to this matter, or need additional explanation, please ontact this office immed'a ely. r • Lily `fir � � � f k \e Date �2 Z, Inspector f I REV 11/91 t COUNTY_ OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NQ. ASSESSOR PARCEL NUMBER 042-350--034 - ZONING R-1 BUILDING PERMIT OWNER Richard Rowe TELEPHONE 893-2483 SQ. FT. OCC. BUILDING VALUATION 478 M—R 9,560-00 OWNER'S MAILING ADDRESS 1255 Glenn Haven Dr., Chico CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation 1$9,560.00 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 97.50 ARCHITECT OR ENGINEER Nonp LICENSE NO. Plan Checking Fee $48.75 Energy Plan Checking Fee $20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $181.25 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 SF ER Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home JSJGJW 615.00 TYPE OF WORK New ❑ Addition ❑ Remodel® Utilities ❑ Installation ❑ Other ❑ Describe work: Convert Garage to Living _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO IOOOA1 37.50 CONTRACTORS LICENSE LAW 1 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. Icense No. Classification I, as the owner, or my employees with wages as their so compen- sation, will do the work,and the structure is not intende 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 OCCUPM OR ADONS. ACG. BLDGS. / X 3.64sq.ft. 16,75 NEW NEW CONSTR UTLET NON.R ESID BRRAANNCCHHCIRC ITS ^ 5.00 POWER APPARATUSe SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS P OUTLETS OR FIXTURES zo 76 EX. Occup. OUTLETS FIXED (RESID IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $31.75 — 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. E10"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 Duct Ext. 119.00 9.00 Cooling g Hood 6.50 Ventilation permit Fee $ 24.00 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 c sts, and expenses which may in any way accrue against s ' Co ty in s nc the granting of this permit. XDate Signature of Applicant — Owner- Contractor E] Agent ❑ An OSHA ion of structures tover 3gstories oin height. °ns over 5'0" deep and demolition or construct- Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEES 277.00 HAz I DFEES IMP FLOOD — CDF PARCEL PD HD IssUE� This permit is hereby issued under the sions of the Butte County Code and/or work indica ab or which fees OF PUBLIC By PER IT EXPIRES Date 2 applicable provi- resolutions to do have been paid. WORKS ate 0 ?3 Receipt No. 19379 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT OWNER ,fix. '),•. t a : Y� ' , �x•t • 1 COUNTY OF BUTTE - DEPARTMt=NTAY- PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMITAPPLICATIONDATA SHEET .� D Ki. Proposed Building Use &&/ &C-f-OLjujMis Bui Permit No. o.,*� A. P. No. tisY* •r ':; Inspector Date /& ^ �z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer.of plans JeLZM a— armo 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... Aph 12. 13. Park fees paid .................................................... PhicL> Sc of District fees paid .............. — Z� 14. Sanitation from c0 approval Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: " . (B) Parking: ...... 18. Improvements may be required. Contactland Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-inspec. request to Building Inspector (Date) 21. Contractor's license. information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ......... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. _Telephone 679'5` Z4(_921�_nd hold for pickup at 0052' office. Deliver w/inspector. Other Appl icant q� Date Copy of !.az-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. ;. 2. Additional items required: WAIA�— ^ Contractor, designer, owner, was advised of above required data by_phone---naiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by 6W Date 2 Plans approved by 6A) Date �11 192 Sets of plans on hold in File cabinet AP folder Copy—DPW 2v, TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation•Clearance c Zs s lG►.-oe - t4 -' Owner Location AP# Plan Approved for: Sewage Disposal Water Supplyr�=tel Fold final for: Final clearance O.R. for: Clearance for bedroom mobile home. Other Water Supply Water Supply NOTE C_E� Im 0 o Senitar' n D e or-.•'rs�"T•�i`i.Lrgpn,� :4 �) ca"`Myi'd�''''t :. ��t"1'e ^'.,�i����ya :f:' ".7:1•M`TrA''.j�"Cntiitt'#'1�.H►LtL,��"�""a�'i7�"�Y�" r y.�if`^._ :..w`�-:i'. ` .. _ _ �: w i .�i1f:f7'.it°1 %�i�. �� '.'Y,'R'*+t*B,yYf� � 'mac � '''� 7•...Yc� M...~vc.v,Ysn+'.�y.'� . -• - BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM // (One Form per Building) A.P. Number 'Y� 3S"� �Building Department No. School District C�l,� V City. D County Jurisdiction Property Owner %�y a Project Location/Address 7-S5 (9eA) JdAOMI Subdivision Lot Number Residential Development:MQ Sq. Footage_�(J of Living, MHI Add Y tion ( Group R) Units Commercial/Industrial: New Sq. Footage Addition (Including Exterior - goof ed- xteriorgoofed- Areas) 'Building Department R resentative. DateK '(Floor Plans reviewed by School District Personnel) . District Id No. �- l School District certifies that (Applicant Name) (Phone Number) (Street Address) T- (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the payment of $ �K %� representing L/7e square feet. AV School.District'Representative PAID BY CHECK NO. REMARKS:. BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) d JAN 16 tit COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville-i California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER O`/ /71 35 —� ZONIN47_ r BUILDING PERMIT OWNER ' � 6 CAJ' TELEPHONE &r3 - Z 003 SQ. FT. OCC. BUILDING _6VALUATION ADDR e N��OWNER'S AI ZG 5 h CONTRACTOR'S NAMEA/t TELEPHONE CONTRACTOR'S MAILING ADDRESS F i rep lace CONSTRUCTION LENDER UNKNOWN Total Valuation I $ Q Filing Fee $ 15.00 LENDER'S MAILING ADORESS Permit Fee $ Q ARCHITECT OR ENGINEER C LICENSE NO. Plan Checking Fee $ L Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 2 S� ( r ,' leN �� e D/ <U e Permit fee $ �, 2r3- 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 SF4 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition E] Remodel+& //Utilities❑ Installation❑ Other ❑ Describework:_0AJ(fe� 6111/ WC 70 G/U/AJa, _ 5� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO 1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El 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 .Jo. Classification 17I, 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 OCCUPM AOONS. ( ACC. BLDGS. 3. 64sq.tt.OR NEW CONSTFLULTI.OUTLET NON-RESID BRANCH CIRC ITS @ 500 POWER APPARATUS (SINGLE OUTLET CIR. 8,) Ex. Occup( OUTLETS OR FIXTURES A 20 76IXE4 EX. Occup. OUTLD TS RESID )REA.) 1 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 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. ❑ 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. 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 G _Cyd Cooling Hood 6.50 Ventilation Permit Fee $ Z , C c Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Si nature of Applicant – Owner g pp ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct - ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ 0 CDD OCC CONST TYPE o— TOTAL FEE $ HAz 1 0FEES IMP FLOOD I COF I PARCEL I PO I HO I ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By EXPIRES Date applicable provi- resolutions to do have been paid. WORKS DatePERMIT Receipt No. I �� �� NNITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Sz a COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: _ An 'owner -builder" building permit has been -applied for in your name and bearing your signature. s 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) '1 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: Prope Socia Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR 1. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). 2. Guardrail details (Sec. 1711 & 3306(j). 3. Brick or stone veneer (Chapter 30). 4. Exterior plaster - weep screeds (Sec. 4706). 5. Proper roof pitch for roof convering (Chapter 32). 6. Roof covering type - (fire hazard). 7. Foam insulation - protection. 8. 36" halls and stairways. 9. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 10. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 11. Attic access and ventilation (Sec. 3205). 12. Underfloor access and ventilation (Sec. 2516). 13. Combustion air for fuel burning appliances - L.P.G. requirements. 14. Noise requirements on duplexes. 15. Energy design. i 16. Flashing at all exterior openings. �VI-1v P �. 17. OF responsible area requirements. I e4"'fAo rrd f 6vc ✓��� 12 -a . 9 _ 2,u lain la shu c� mrd w� s p�� post ak� P �Ole s c�Z9MIKI Ude �D 5 �2GLcJ �� � Gvh� J (/�C p" 714T Fete- SoP'�,e'� pQo�oc- �ti�. pc�ti,wti�}� sizS t o4. LCC AV GNS. i%O7n aF 6ee m = 7 -0 i�, oee-GIS� pLA&X 7D �OY12n<<✓ _ � ��. �r6rr7 �-vE�u Ti c frn a jv F7AM _V 8. nlh1G�UStGNS D tlornF GF7=LCE /�a�I AJ lo'WPtj VC(- LVI?W Ufa �zG� eEULS6 -T6Coxix'/ ��� 6, IV RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX &-MISC. ONLY) Bldg. Permit # OWNER A.P. # Plan Checker GENERAL 1. Zoning requirements: (sideyards and number of permitted living units). 2. Valuation. 3. Plans signed by designer. 4. Proper description of work on application. 5. Existing violations on property. 6. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). 7. Recorded notice of violation. PLOT PLAN 1. 2. 3. 4. 5. 6. 7. 8. Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map,. ustible, and foundations). FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FLOOR PLAN 1. Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Sec. 1205). 3. Required windows for second exit (Sec. 1204). 4. Skylights (Chapter 34 & Sec. 5207). 5. Human impact glass (Sec. 5406). 6. Required room sizes, ceiling heights (Sec. 1207). 7. GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). 8. .Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. ` 9. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. 10. Garage firewall, door size, and closer (Sec. 503(d)(3)). 11. 1 - 3'0" exterior exit door (sec. 3304 (f). 12. Fireplace and wood stove location, alcoves, and clearance. 13. Smoke detectors (Sec. 1210). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 1. Standard bracing or engineered design (Table 25V) 2. Unusual shape, size, or split level house requiring lateral design. 3. Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough'to construct building. 7. Elevations and wall construction details complete enough to construct building 8. Roof construction details complete enough to construct building. 9. Fireplace construction details and calcs if necessary. 10. Rafter ties or bearing ridge beam. 11. Garage door or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection required. OWNER'&vNAME: 11 CGI/�/L� ,�w� RECEIVED C,1 PERMIT NUMBER: A.P.#: qZ —.3 DATE 2 C F—IRESIDENTIAL F� NON RESIDENTIAL RECEIVED BY TIME ----------------------------------- -- — REQUIRED PRIOR TO PERMIT ISSUANCE FROM DATA SHEET F-1 REQUESTED BY PLANK CHECKER / �,t OTHER PlAfv /� j Kc Gt/ '44 K�U/siU A/ / e' � d � Ce e l REQUESTED BY CORRECTION NOTICE F� YES I.•NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: --------------------------------------- WHEN APPROVED, PROCESS AS FOLLOWS: Mail to owner (Address) :,,,M/ail to contractor Q � 2�J ? (Name and Address) Call (� v/o and hold for pickup at, office. Deliver with next inspection. REVISED PLAN CHECK FEEVPAID: $20.00 $40.00 _� Additional Fees Not Required F IC1-1 Pc2o eouj e 1255 G t-�tv'�v t-tfa�/�t�1 be�v� Ci -CICO 95920 PlAN36 SUStaIT(EO NEED lb f3E jeEv tSED Ta I N CLU De Tt-t ot.t�w�N6 . 'Cl�� NELe=SSITp.T�S �E�L�It.1lo �Cl.Sf10JCc 2(�F- 1. I . e& tart- rn . I ti o> c/�T� SIZE- p.►.� o sUep p o?T W ter" '2 t �j(� GSA (,ll. Fccn .NGS . . z �p OS'f� Su�pPoi2TltiG F�D2 GrrZDEeS ��U12e �G�n►.1GS� �2 CH .2�- U.r�c, 2EVISE �t�•lvs- 3, 5,,6c,r-( g u p p o 2 T- posts Foe- DEc o eKn ule piN6• eon I r.� '�O�°u�`na� �P NE (.0 bOTI 1JGS Foe 'BEArn 5 U ppo eT C LDcA n e ,F(_.A N 5 4 k -61-U SIZE p.N D or fCG �De ""r -6N S. FAr-LILY �M � �x �2ctsE doom ��oVlrzE Io�� - I N W IN IDQVJS,• I.U:�rti- 5 %a ��NAF3LE< 1 C CEASE G LA Z I /V 6 EpvfY(� Y -n I N. 3D S6i. �T 6-LtN7sS 0 p e A,F3Lil:, 60. Yv►I of my m DI m�tvstan! of �-l�� fThB� �GbmS "� 8E 7' - �zev IsE oF�JcE Ta coyyvpk:r, 2.0-c�u� 2c -7. e- 36 ce(u tic INSUt,ATIQIJ 16 eECJU►��iD . FIP.'E2�L/�SS P� E Q P 1011 . �EvtSE FLP.Ns QrL "pEsc��AT P �Z- 3o II.�SUI-%'moi -o►J- g - SEE NJ(DTES .0I•.t 'e•ETt)eNj6D P00,JS doe FU2m��z vt5101`1s/SpE«fICk- NF�DED FOR M 7 ADDITIONS TO RESIDENTIAL'BUILDINGS ENERGY SHEET PACKAGE "A" (Additions) Owner Climate Zone Permit #' Floor Area The following data showing mandatory and required features of Package "A" shall be installed for additions to dwellings. -Additions to dwellings include room additions, converting garages and patios to living areas, house moves that add footage and attic conversions, and any space that is existing non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. ZONE 11 ZONE 16 APPLIES TO .NEW AREA CEILING WALL FLOOR -SLAB GLAZING SHADING SOUTH - OPTIMUM OVERHANG R-30 R-11 R-11 R-7 U-.65 (Dual) s or .36 Shading Coefficient WEST - .36 Shading Coefficient R-38 R-19 R-19 R-7 U-.65 (Dual) LOOSE FILL INSULATION (Density) INFILTRATION CONTROL (Weatherstripp.doors, certified windows, caulking) VAPOR BARRIER (Zone 16) DUCTS PER UNIFORM MECHANICAL CODE - Ch. 10 LIGHTING KITCHEN & BATH NOT LESS THAN 25 LUMENS/WATT MAXIMUM GLAZING 16% OF AREA PLUS REMOVED GLAZING NEW HEATING, VENTILATING, AIR CONDITIONING AND HOT WATER SYSTEMS IN CONJUNCTION WITH ANADDITIONSHALL BE INSTALLED AS SHOWN ON BACK OF THIS,.SHEET. OTHER 12/85 HEATING. VENTILATING. AIR CONDITIONING SYSTEM (A) Heating Central Gas Furnace 7 (brand and model number) SE Btu/hr (heating capacity) Heat Pump (brand and model number) ACOP Btu/hr. (heating capacity at 47°F) Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept Other (describe) (B) Cooling Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling.capacity at 95°F) Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) Other (describe) DOMESTIC WATER SYSTEM (A) Gas Only Gallons (brand and model number) (tank size) Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) ❑ *2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form X64) or other approved methods, section 2-5352(8), and fill out the following: Heating: Winter design temperature elevation ', heating load BTU elevation factor x heating load v maximum outlet capacity gas .furnace BTU Cooling: Summer design temperaturecooling load BTU *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. eTUOF LDI11TGIWSIGNEROR CANT ❑ . ❑ *1. ❑ ❑ HEATING. VENTILATING. AIR CONDITIONING SYSTEM (A) Heating Central Gas Furnace 7 (brand and model number) SE Btu/hr (heating capacity) Heat Pump (brand and model number) ACOP Btu/hr. (heating capacity at 47°F) Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept Other (describe) (B) Cooling Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling.capacity at 95°F) Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) Other (describe) DOMESTIC WATER SYSTEM (A) Gas Only Gallons (brand and model number) (tank size) Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) ❑ *2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form X64) or other approved methods, section 2-5352(8), and fill out the following: Heating: Winter design temperature elevation ', heating load BTU elevation factor x heating load v maximum outlet capacity gas .furnace BTU Cooling: Summer design temperaturecooling load BTU *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. eTUOF LDI11TGIWSIGNEROR CANT I -NOTES S RESIDENTIAL ♦ PERMIT NO. _.042-350_0-34,r=,-y.—�.--------.OS-097_4. ROWE, RICHARD " l ~G. _ 1255 GLENN HAVEN. CHICO ' CONT: PERFECTION POOLS _ SWIMMING POOL MSTR#01-500 6 SPECIAL CONDITIONS . k• `':! CHECKED BY a -.: � ' �{:- - • ��I~ ,.� SRA - FLOOD CERTIFICATE REQ. s FIRE SPRINKLERS REQ. ' SPECIAL INSPECTION ITEMS VERIFY ~ - - - i USE PERMIT CONDITIONS . SUB -STANDARD HOUSING LETTER • f I JOB FINALED mnzl ' Signature 4 J=OK 0 = Not OK = No Readyahle MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance e- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s _ 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 'Date Card 131 Date Card B-1 Date POOLS (H ans) OK except #'s 1. Sef acks=Easements 42"Sojls,rCompaction-Structure Stability 6-'15ool 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 De 10. mb.; E. 12. Date72.P Card B-1 _A %/ Date Card B-1 " / 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 Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 'Date Card 131 Date Card B-1 Date POOLS (H ans) OK except #'s 1. Sef acks=Easements 42"Sojls,rCompaction-Structure Stability 6-'15ool 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 De 10. mb.; E. 12. Date72.P Card B-1 _A %/ Date Card B-1 " / J=OK 0 = Not OK - = Not Applicable s = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" 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 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric Underground Glazing Area -Glass Protection -Skylights -Plastic 13. Plenums & Ducts; Clearance -Material -Support -Ins. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Brace Interior/Exterior Wall Panels 15. Access & Ventilation Insulation -Walls -Ceilings 16. Insulation Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 65. 17. Water Htr.; Vent -Access -Combustion Air Baffle 66. 18. Water Pipe; Test & Anchor -Nail Protection 67. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 68. 20. Shower Pan; Test, First Floor -Tub Access 69. 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 24. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 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. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No Clearance Looked under Floor 0 Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive 0 Yes O No/Walks 0 Yes O No/Planters 0 Yes O No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 90. 36. A.C. Ducts Insulation & Support 91. 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Platform if Furnace in Attic Date Address Posted Card B-1 Date Card B-1 Date Fire Sprinkler 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 Comments at Final: 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in- Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. 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-Underflr. 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. Duct 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 0 Yes 83. Following Instld./Drive 0 Yes O No/Walks 0 Yes O No/Planters 0 Yes O 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 24 HOUR INSPECTION #: (530) 538.7636 (OROVILILE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BPOS0974 LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/03/2005 APN: 042-350-034-000 the Business and Professions Code, and my license Is in full force and effect.'6661'-i License Class: C -53 License Site Address: 1255 GLENN HAVEN DR CHI Date: 65 Contractor: �r✓Prrl •'u. ��='/� r.5/yt Map Index: I DeSCrtlOn: NEW POOL MASTER 01-500 p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a to construct, alter, improve, demolish; or repair any structure, prior Owner: ROWS RICHARD HULL & CONNIE S JT permit to its Issuance, .also requires the applicant for such permit to file a signed statement (hal he or she Is licensedpursuant to the provisions of the Contractor's Stale License Law (Chapter 9.commencing with Section 1225 GLENN HAVEN DR 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95926 violation of Section 7031.5 by any applicant fora permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employee's with wages as their sole compensation, will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who does Applicant: PERFECTION POOL AND SPAS such work himself or herself or through his or her own employees, provided that such Improvements are not intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden or 172E 20TH ST proving that he or she did not build or improve for the purpose of I CHICO, CA 95928 sate.). ❑ 1, as owner of the property, am exclusively contracting with 530-895-0437 licensed contractors to construct the project (Sec. 7044, Business and Profdssions 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 pursuant to the Contractors' State License Law.), Contractor: PERFECTION POOL AND SPAS ❑ lam Exempt under Article 3 of the Business and Professions Code Date: Owner: 172 E 20TH ST CHICO, CA 95928 WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: 530-895-0437 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Loor Code, for the performance of the work for which this permit License #: 566654 s issued. I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which (his permit Is Issued. My workers' compensation Architect: Insurance carrier and policy number are: _ JL Engineer: Carrier: Policy #: 21 5 O ❑ 1 certify that in the performance of the work for which this permit is rotai Square Ft: 0 S. F. issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California. Valuation: $0.00 and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: n �✓�`'"_?'J'�:% vS � ' Applicant: coverage Is I i4& 7, WARNING: Failure to secure workers' compensation unlawful, and shall subject an employer to criminal penalties and one 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 hereby issued under the applicable provisions of the Buttee Counly Cods enrVor Resolut' n to do work Indicated ab' o a fob which lees have been paid. I hereby affirm that there Is a construction lending agency for the performance of (he work for which this permit Is Issued (Sec 3097 Civ.) By. Dale: v" Name:h 1✓ PE IT EXPIRES ON:� Address: ata ❑ 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. ❑ 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 pm 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 purpose Print Name: 'c✓ G.//L�}n �rJdls jOi<S /c�✓Jy 115�lgnature: or Date: ❑ Owner Contractor 0 Agent for Owner 0 Agent for Contractor tr 4, r--"' COUNTY OF BUTTE " BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES -' 7 County Center Drive • Oroville, CA • (530) 538-7541 4 CORRECTION NOTICE K(iG✓ls �)97-�4 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date v O Inspector g,,,C g�/u Azz X ow- REV 4/05 Phone #v FOR RE -INSPECTION CA -7636 OR 891-2834 i RESIDENTIAL j 42-35-34 '4288-89B,E l k ROWE, Richard 1255 Glenn' Haven Dr, Chico (garage) y /c -3 nl�xa — o AK /��r,%✓if✓�,✓ JOB FINALE Signature J=OK O = Not OK Not ' = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /' L" ft./ . /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected-C/O.to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy, n Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORT RAGES Plans OK except #'s Zoning Requirements -Setbacks -Easements . Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Coonectors Shthg: Rfg: Bracing 5. Alu Awn.; Columns -Connections -Splice -Decal -Enclosures 6. rports; Windows -Doors Wig; Sils-Anchors-Studs-Rftrs-Trusses 9 ding; Nailing -Veneer -Stucco -Mesh Date A - Zp p Card B-1 Card B-1 Date :2--p " \ Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Pane Iboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 10 J=OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single , & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties -Pu rlin -roof Brac-Truss-Shthng.-Ring. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection • 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. Gas Pipe; Size -Anchors 55. Siding -Nailing Veneer 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric; Underground 57. Glazing Area -Glass Protection -Skylights -Plastic. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Insulation -Walls -Ceilings 15. Insulation 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchor -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa Date Card B-1 Date Card B-1 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except #'s 68. Fireplace or Stove; Clearances -Hearth 22. Fixture & Transformer Clearance -Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing -Landing -Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage -Damper 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Plb., Elec. & Mech. Equip. Listed for Location 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes 0 No 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic O Yes 30. Service -Riser Conductors & Ground -Main Disconnect 78. Guard Rails & Deck Construction -Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes O No; Planters ❑ Yes ❑ No Date Card B-1 Date Card B-1 81. Stucco; Brown -Finish Date Card B-1 Date Card B-1 82. A.C. Unit; Disconnect, Electrical, Plumbing Date MECHANICAL (Permit) OK except #'s 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings r 34. A.C. Ducts Insulation & Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust above insulation 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground ^r 36. Condensate Drain & Overflow; Size & Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87, Glass Protection 38. Attic Access & Platform if Furnance in Attic 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date Card B-1 Date Card 8-1 39. Sils, Proper Material & Anchors Date Card B-1 Date Card B-1 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Date Card B-1 Date Card B-1 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing each time you visit job site) (NOTE: An entry must be made .�•�,,,,,�,�.,,...;�_. wr err-. .,...yx; - nfij. "y�: +fi r* ✓M '' `)Y '+!71"'� '.:j itFi'i' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS =+ 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Or6vi I Le - Phone: 538-7541' i 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE 4 ri Ga Rg R G OWNEFI SIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. L Date 1, / Inspector�o! IA4 18" :V-,)oC \ —rb _« Date 1, / Inspector�o! COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT r i � ASSESSOR PARC L-,p�U�B RZONING 09/ J BUILDING PERMIT , OWNER TKow'.6-1 rPHON g3 SO. FT. OCC. BUILDING VALUATION OWro MAILING AD RESS 0II! e CO TRA T R'S NAME TELEPHONE C'0`NTRACTOFrS MANLING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 6X1 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS • Penalty $ BUILDING ADDRESS 1 S Maw , Permit fee $ 1, 76 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other nAeA6C— SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW O.00e . TYPE OF WORK New ] Addition[] Remodel Utilities ❑ Installation[] Other ❑ ll�_ P Describe work: �� �/-e. Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of p y perjury y (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 Q� 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 Oc �) OR ADDNS. ACC. SLOGS. 1/20sgft f NEW CON5TR ULTI.OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea - POWER APPARATUS e SINGLE OUTLET CIR. ) Ex. Occup OUTLETS OR FIXTURES 920050a ALO 30 FIXED APPLNS. Ex. Occup. OUTLETS ((RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 . Misc. �yirin g 15.00 , Permit Fee $2 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 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. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation. permit Fee $ Contractor I certify that 1 have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws 'relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilitie judgments, costs, and -expenses which may in any way accrue against s o ty in c ce t anting of this permit X Date oo Signature of Applicant — Owner Contractor ❑ Agent An OSHA permit isrequired for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in h ight. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL $ FEE ALI.LCHE HAZ CUA PARK P PD H su This permit is hereby issued under of the Butte County. Code and/or work indicated abo a for which fees IRE O PUBLIC By PERMI'T EXPIRES Date the applicable pro i- resolutions to do have been paid. WORKS Date Receipt No. 5�`� WHITE-D.P.W,. YELLOW-ASSCSSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT, /,� � ...- -• -••• .-- +.�r.../�.-�r-+v .::K-'7`....w-•'�--r•7KY fi7T-I' r. �;y, .,., � .. - G/i ,si,y COUNTY OF BUTTE - DEPARTME1VT VF'.PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 ' PERMIT APPLICATION DATA SHEET Permit No. OWNER A. P. No --3Q Proposed Building Use6=Ar<-'466_- Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ............ .......................... . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... �13. School District fees paid .............. 14. Sanitation approval from ei&�Q Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of y (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. Wh n you issue the permit, process as follows: Mail to owner. Mail to contractor. , Telephoned and hold for pickup at _office. Deliver w/inspector. ' Other Applicant Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone--nail—counter by .date Contractor, designer, owner, was advised of above required data by—phone—mall—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in—File cabinet AP folder•e'y Copy—DPW TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ......... O ner Location' AP# Plan Approved for: Sewage Disposal .__ i/ Water Supply D �� Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for _— bedroom iyapile home. Other NOTE * * * Sanitaria COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone:. 916-538-7541 OWNER -BUILDER VERIFICATION ,r Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) S 2. I (hue/have not) ��� signed an application for a building permit for /the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Securi y Date /,--)i 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. Permit No. Owner: - 6 N E R O Y C E R T I F I C A T I O N 1255 Glen Haven Drive, Chico2 Ca LOCATION A. P. No. DESCRIPTION OF INSULATION ROOF Brand Name Material Tlkerml Resistance (K Value) TitLcknese (lncliea)_ EXTERIOR WAI.I. Material FI6tRGLASS BATTSl Tlrickneae (incl�eo) CEILING Batt or Blanket Typegill Tl►ickneas( lnchea) Goose F111 Type Mintmum Thicknpa�(Incl�ee)_______._.. Area covered(ft. ) FLOOR. ELEVATED Material Thicknesa(incl'es) FLOOR. SLAB Material Tit lakneea (incl►es) Wldtl�(incl►ee) `OUNAATION WALL. HatOrlal TI icknaoi(inc!)eo) Brand Nape pWl'NS CQRNING R13 11►ermat Resistance(R Value)______.__ Brand Nome Thermal Resietance(R Value) R3__r_____.._. {p=And :aea,e lb. Number Of Bags _ Ht. per beg Thermal Resistanco(R Vatue)________._ Brand Name Thermal Roslstance(R Value)�_� Brand Name TI►erpol Resietence(R IVOW N1uM TI►atlMl tlari�tallia 1110i, .Valua)..��._,_.__. of I IJereby certify trot tl�e shove lc titan 1e MorgytRoqulriontaeabova buildin6 in conforwsnoe with the Ntato a 50 . LMRKE INSU..ATiON CO. INC Ong CONTRAUTUR 0 1,IG6NgR �' FIRM NE ONNP.R November 10•-9Y992 --1—-&-,X(T-PATE BTCNA UROF I:NSION APPI.I.CATOR I hereby rectify tl�e above ins��lation and all required ttemO o• Shown on the pornlaeRnacgyaRequtrewlento�besn instilled as Building Department aPProved required by the State of Calif All equipment. devices and materials are of the quality prescribed or ere specifically approved by the State of Califorp"' ER s Int) STATE CONTRACTORS LICENSE 110. FIRM � • TURF OF QF ERA1. C N1 RA(,"COR DATE .... TIII$ CERTIFICATE MUST BE ON F1L IIALLIIBEIIPO$TEDpINQ NIT11INPAR'MENTI.PINUS TO FINA1. IN9�ECTION APPROVAI. Alin A ... January 1984 jl, ry.a^P � x3. ( s,. W • v' kaRi�iH : r u i' 42-35-34" .fF 263-90E _ „ ROWS, Richards ` T4. •1255,Glennhaven Dr', Chico i t W-eXec.' serv', change),` ' 7,7 00 "0 1 �•�' , , .. t z . � � '•' `' __ - _ - .,'-_: _.' III '.'s ''� , . , )#:nS #' i ; �.. ,tk, .. :.! ;- a+�` . y,:..> 1.A'!n9!.•', "lop'. 7'",�qcr R74 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, CalifoFnia 95905 - Telephone: 916/538-7541 APPLICATION AND PERMIT ! ASSESSOR PARCEL NUMBER Zlk - s-3�r ZONING BUILDING PERMIT OWNERTELEPHONE 893. Zcl 83 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS z's C2f H ha -ug -r-1 CONTRACTOR' NAME TELEPHONE CONTRACTOR'S MAI I(J G'AD R 55 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER ; LICENSE NO. Plan Checking Fee ,$ Energy Plan Checking Fee $ ARCHITECT OR EJGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS -eehaae" 72nPLUMBING Permit fee $ PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00ed TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: /-Q L • " �!�_� L//4C C- C4 cZ •g t cr -t �_ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR1 OR LESS10.00 Main Service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am I censed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. cense 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 sala. (Sec. 7044) ❑ I, as -he owner, am exclusively contracting with licensed contract- ors. (Sac. 7044) ❑ I am etempt under Sec. , Business and Professions Code for this reason oa ADDNST ( DDWELLIN GSCCUP.tr) 21/22sgft NEW CONSTRMULTI-OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS tr (-SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES Zoesoe eAL@30 FIXED Ex. Occup. OUTLETS PIRESID.IREA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 / r-0-0 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate 0 orsent to Self -Insure. shal not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling 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. 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 sai >/C`ounty in consequenc/e�f1tthhe anting of this permit. #. �f� �f //.f✓( —� -- Signature of Applicant — Owner e" 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 $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $, .SJ HAz I CUA PARK I SCHL 1 FLD 1 PAR PD Ho Issu This permit is hereby issued under work indicated above for which fees DIRECTOR OF PUBLIC By - PERMIi EXPIRES Date the applicable toprovi- have been paid. WORKS Date / Oq- `fid / -, 5;,— q I Receipt No:-� S� % o WHITE-D.P.W.. •E -LOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT V". COUNTY OF BUTTE -,DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. Q( R90 ASSESSOR PARCEL NUMBER I?- �)e ZONING i BUILDING PERMIT OWNER 1 o..� o: 4e -- TELEPHONE O., 8 J• zy 63 SO. IT. OCC. BUILDING VALUATION OWNER'S ��'77{MAILING ADDRESS /q�j i` L/ / / D. C-Ailf. CONTRACTD5 NAME ,e;- TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 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 a � _ Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 ' Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF <uplexM Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W 10.00 e TYPE OF WORK New Addition❑ Remodel❑ Utilities❑ Installation❑ Other � �� �y �!r� �/� C �_ �1�-- � _e — Describe work: 9_&14k k1L4./ �a.'- tom /, > '-- Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 001 OR L Main service 100 AMP ORSLESS 10.00 /o.00 Main service EA. ADD'L 100 AMP 2.50 vZ,Jd 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. lcense 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.1 OR ADONS. ACC. BLDGS. / 2,/20sq It NEW CONSTR. ULTI.OUTLET NON.RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES Zo®soe eAL030 Ex. Occup. OUTLETS ED (RESID.)REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 1j,S,zat3 Permit Fee $ 374,0 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. 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. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g 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. 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 C my in o e e o anting of this permit. X Date1=622f-14sions 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 $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ , �J HAZ CUA PARK SCHL FLD PAR PD Ho Issu Th;s permit is nereby issued under or the Butte County Code and/or work indicated above for which fees DIRTO OF PUBLIC By /4(5o PERMI IBES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No�7 4T WN 1 T6•D. P. W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Orovil,Ie, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) t. 2. I (have/have not) �nlls- 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 _ �I 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. J Called PG&E Temp. Elec. Service Called F Temp. Gas S Called P JOB FINALE Signatur 'N7 0 -4e-- kvir PERMIT NO. 153-86B Aj PERMIT EXPIRES OWNER RICH ARD ROWE owner CONTR. ASSESSOR PARCEL_ 42-35-34 e C, LOCATION 1255 Glenn Haven Dr, Chico 4-o ate,,,jj—a,),o a. Temp. Power Pole Called PG&E Temp. Elec. Service Called F Temp. Gas S Called P JOB FINALE Signatur J OK 0 Not OK =_Not Applicable MOBILEHOMES = Not Ready • _ ... fir► MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except H's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete _ 2. Footings; Size-Depth-Spacirig-Connectors 3. Decks.; Girders and/or Joists=Decking-Bracing-Stairs-Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rf(rs.-Connec.-Sfithg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 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 Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except It's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -B1 Date. ' 4' ' POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability t 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men-Liriing _ 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-GF•1 > .. 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries=Terminals-Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7, Elec.; Bonding;`Metal w/5' -Circulating Equipment-Heatei 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip.w/5`-'Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards7Insr..9 Main in.Conduit 10• Cert. of Occupancy 9. Health Department Approval , - 10. Plumb; Cir. Test -Water Supply Test Card B-1 Card B -I Date Card -BI • Date Date Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -Bl Date,. ,.- _ J = OK 0 =trot IcR- = Not ApplReady Read = Not y � RESIDENTWI. (Single and Duplex) � Date UNDERFLOOR Plans OK exce tk's Date FRAMING (Continued) ng.requiremenls-Setbacks-Easem s tg., Main; Soils-Steel-Flee--firndr /" Ftg. Depth 48. Property Line Firewall & Openings 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits Garage;'Soils-Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection . Fig., Porches & Decks, Soils -Steel- / /" Ftg. Depth 51. Plywood -on Roof Overhang -Attic Vents -Rafter Outriggers $temwalls, Maio; Steel-Blockouts-Wrapped-Slab 52. Siding-Nailing-Ve eer Siemwalis, Garage; Steel-Blockouts-Wrapped-Slab a 53/Stuc-D n. Vents-Underflr. Access I`Piers-Fireplace Ftg.-Steel 54. Glaz rea- ass P otection-Skylights-Plastic . D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts Gas Pipe; Siie-Anchors IA --Water Pipe; Test -Anchors -Regulator -Service Test 11 --Electric, Underground 1Y>1 hums & Ducts; Clearance -Material -Support -Ins. 1 Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Card -BI UzDate Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date yard -Bl. Da W ,Y V Card -BI Date Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -81 Date. Date Card -BI Date PLUMBING (Permit) OK except q's 57. Smoke Detector _ 14. Water Ht.; Vent -Access -Combustion Air 15. Water Pipe; Test &Anchors -Nail Protection 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. 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 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance (,ard-BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Perrt�it OK except p's 67. Garage Fi Door; Swing -Landing -Closer 68. A.C. Duct i Gara e -Damper 20. Fixture &Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Ve -Clearance-Comb. Air-Connector-P.R.V.- In Gar e; Ab a Floor- ch. Protection -- 21. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Plb., Elec. & k6ph. Equi fisted for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptac a in Gara e; G.F.I.)-Romex Protec. 23. Romex Installed Close to Ede of Studs & C.J. 24.1 Equip. Ground made up w/Meth. Fasteners -Bond Gas & Water 72• Insulation-Foa ooked i At is ❑Yes 73. Guard ils & De Constru do -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size 74. Fdn. V nts & aw Hole Doo D ainage &Wood -Earth Clearance Looked under F or ❑ Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al -- 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, r, Insulated Neutral ,Yes El No 75. Followi Inst rive 9 ❑ Y s [:)No; Walks El Yes E] No; Planter Ely ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; ro n- i sh - 29. Equip. Clearances: Panels -Motors -Meth. Equip. 77• A.C. Uni iscon ct-Clrn es Cond. Size -115V Outlet -- 30, Clothes Closet Light -Shower Light 78. Ventss600t Roof; Ibg.-Ap an - epl.-Clearance to Opngs. - ---. Gard B-1 --_ Card B-1 ----------------- --- Daard-8Date _ te C1 Date Card.BI Date 79. Water W I; Disconnect, Electri I, m ' g 80. Exterior Ec. Trim: G.F.I. Rece cl Underground 81. Ventilation th ughout House 82, Glass Protection Date MECHANICAL (Permit) OK except It's 83. Corrections from Pr ions Inspections 84. Gas Test -Meters Tagged; Gas -Electric -__ _ - 31. X.C. Ducts: Insulation i Support 32. Vent Fan; Exhaust above Insulation -- 34. Condensate Drain & Overflow; Size & Grade _ 85. Water & Sewer Connected -C/O to Grade -HD Ap ov I 86, Energy Compliance Certificate -Other Certificate -r---. Card -B1 Card -Bl . 34. Furnace-Vent.Access-Comb. Air -Return Air Vent -_115V outlet 35. Attic Access & Platform if Furnace in Attic ---- .. - -..- -- __---_ _ - Date Card -BI Date < 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 q's Comments at Final: - 36. Sills; Proper Material '& Anchor�.�or 37. Walls: Studs -Nailing Spacing cing_Plates-Sound - - - 9 39. Draft Stop in W s (r t oof) 38, Bearin Walls over & ZC1jaSj1rT'ujb 40. Fire Stops: d Ceilin s -Stairs - --- ize & Bearing 41. Header & Bpar 42. Hangers-Ps-Anchors-Connecto s 43. Cing. Joist-Rftr, Ties -Purl in - Roof B ac. - Truss-Shthnq.-Rfnp 44. Fireplace Ties or Type A Flue-Firepl c Throat 45. Attic Access: Size &Romex Protii-0k; Draft Stop -Ins. Baffles__ 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions__ 47. Garage Fire Protection Framing _ (NOTE: Anentrymust be made each time youvisit jobsite) 1`r Owner: Permit No. ENERGY C E R T I F I C A T ION LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Brand Name Thickness(inches) Thermal Resistance (R Value) EXTERIOR WALL Material r- s Brand Name Thickness(inchesy Thermal Resistance(R Value)��_ CEILING Batt or Blanket Type 9�c.» Brand Name Thickness(inches) -� Thermal Resistance(R Value) c, 0 Loose Fill Type Brand Name Minimum ThicknesWnches) Number of Bags Wt. per bag lb. Area covered(ft. ) Thermal Resistance(R Value) FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that -the above insulation was installed in the above building in conformance with the State of California Energy Reg4Lrements. RM WNER STATE CONTRACTORS LICENSE NO. ` SIGNATURE OF INSTALLATI N APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as r. required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM 0 (Plea print) ' eze SIGNATURE OF GENERAL CONTRACTOR STATE CONTRACTORS LICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT x 4l PELR_MIT NO. ASSESSOR PARC L NUMBER L ^ 35- 3 � ZONING Q/ ~ BUILDING PERMIT OWNER/Gu,4n� �^�E F --ti T EPHON 3- Z 3 OCC. BUILDING VALUATION n //q��- OWNER'S MAILING IN61,`� �VG/V De. Ah Co I � , / r /t CONTRACTOR'S NAMEQ0�9 TELEPHONE CONTRACTOR'S MAILING ADORES Fireplace CONSTRUCTION LENDER UNKNOWN d. Total Valuation $ t iu— Filing Fee $ 10,00 LENDER'S MAILING AD RESS Permit Fee $ 3910) ARCHITECT OR ENGINEE LICENSE NO. Plan Checking Fee $ IF, 2 Energy Plan Checking Fee $ A5_,H ARCHITECT OR ENGINEA&Zz& AILING ADDRESS Penalty $ BUILDING ADDRESS Z5 /�� //q `G. [i 7fl (J � ,� ' Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W 10.00 ea TYPE OF WORK New F1 Addition ❑R,er/�odel0 Utiliitt�i�es Installation❑ Other ❑ Describe work: (�/v W Z 60 "D. o2Ll-4- %O Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 IBX%C�0 Gl U/�� Main service e00v OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP f 2.50 CONTRACTORS LICENSE LAW I declare under penaltyOR 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 CONST. ( DWELLING OC '/20sgft ACDNS. \ ACC. BLDGS. NEW CONST R. MULTI -OUTLET NON.RESID BRANCH CIRCUITS 2.50 ea POWER APPARATUS (SINGLE OUTLET CIR.ti I Ex. Occup(OUTLETS OR FIXTURES 20050t 1.20 ALoso Ex. Occup. our LETS (RESID ) D APPLNS. REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. irin 15.00 9 G Perm Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a -Certificate of Consent to Self -insure. f� 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. MECHANICAL PERMIT Filing Fee 10.00 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. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, 'udgme s, costs, a d expenses which may in any way accrue against unty ' pen qu of a granting of this permit. X ©;leDate �� 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 $ Energy Inspection Fee $ Q.& -A) TOTAL PERMIT FEE $ , t 7 1�� �r occuP. coNsr.rraE I I PLooD PARCEL I PD I NO Is u This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE OR OF P LIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date /f Receipt No. `�t� WHITE-D.P.W.. YELLOW -ASSESSOR. PIN -I SPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OFyPUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIL'LE, CA'L`1 O16 IIA 95965 - TELEPHONE: 916/534541 PERMIT APPLICATION DATA SHEET { Permit No. OWNER /2/G�/R�'!� ,�oGtJE A. P. No. Proposed Building Use &wE/L% tel/• DaAe6#- f J,/ j/. r Permit Fee Based Upon:' Complete Contract Price DPW Valuation Other (Explain) / Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2— Plot plans in duplicate./triplicate. . . . . . . . . . . 3. Complete plans in duplicate./triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. 13. Contractor's License Information (no., name style, class if.) 14. Owner -Builder Verification (Given to owner[, Mail to ownerE]) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . •Pre-Inspec. request to (Date) 17. Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Other DRIVEWAY PERMIT (CONSTRUCTION APPROVAL REOUIRED PRIOR TO OCCUPANCY) When you issue the permit, process as follows: I MaiI to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w. /inspector. Other Applicant �.�%� ��a.«� �i f Date �Q Copy of plans sent Health Dept., Fire Dept., Other Date 3 During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other Plans checked by Plans approved by Other: Copy—DPW By Date 'Date Date COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA, 95965 Phone: 916-534-4541 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 Contractors License No. 4. I plan to provide portions of this work, but I have hired the•following person to coordinate,. supervise, and provide the major work: Name Address City Phone Contractors License•No. 5. I will provide some.of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: - Property Owner Social•Security Number - — Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. INSTALLED ENERGY SHEET FOR FORM '7 f ADDITIONS TO RESIDENTIAL BUILDINGS PERMIT N0. / '3 PACKAGE "A" (Additions) NAME '� a ✓ v SQUARE FOOTAGE JOB ADDRESS Gkj4,k at/m i xisting Residence TYPE OF WORK New Addition r New Total The following information sheet, showing mandatory features and required features of Package "A" must be completed and attached to all plans for additions. to dwellings. Additions to dwellings include room additions,.converti*ng garages and patios to living areas, house moves that add footage and attic conversions, and any space that is ex- isting non -conditioned space that i_s converted to conditioned space. Remodeling of existing conditioned space is not included. ZONE 11 ONE 12 XR APPLIES TO NEW AREA CEILING R-30 R- 0 WALL R-11 R-1 .. Fr 89F�— R- SLAB R- 7 11 GLAZING ,65 .65 .65 SHADING SOUTH OPTIMUM OVERHANG or' .36 S.C. WEST - .36 S.C. LOOSE FILL INSULATION (Density) INFILTRATION CONTROL (Weatherstrip doors, certified windows, caulking) VAPOR BARRIER (Zone 16), DUCTS PER UMC - Ch. 10 LIGHTING KITCHEN & BATH NOT LESS THAN 25 LUMENS/WATT MAXIMUM GLAZING 16% OF AREA PLUS REMOVED GLAZING NEW HVAC AND HOT WATER IN CONJUNCTION WITH AN ADDITION SHALL'COMPLY AND FILL OUT DATA ON BACK OF THIS SHEET 7/83 *1 HEATING VENTILATING. AIR CONDITIONING SYSTEM (A) Heating ❑ Central Gas Furnace (brand and model number) SE Btu/hr (heating capacity) ❑ Heat Pump (brand and model number). ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar type (liquid or air) Collector brand and • ' ft2' .model number solar fraction ,collector area, collector e■ orientation collector tilt rated y -intercept rated slope Other } ti (describe) (B) Cooling Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) Other (describe) DOMESTIC WATER SYSTEM (A) Gas Only Gallons (brand and model number) (tank size) Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) Location of Solar Panels Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form 4)4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ', cooling load BTU *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administr io Code. IGNATURE OF BUILDAN DESIGNER OR APPLICANT PIANS FOR ADD -09 CW VW 5*S7iAI ee &V600 eve R-ROVVE «55 G�kIVY 14AVZ'Al 4, C�(I(--C NOTE:—All Materials & Workmanship ShaA Be in 03 _ �'I ?S 3 Accc-darce wiih ftec�� ^� ctices and (• This set of plans a specifications MUST ba �•. ,.__...;�,A r ' V kept on the job at all t mes and it is unlawful to Cr v r,:;� •'1 �. r r.... o,:�c.ii©d use in e Urifcr:� u:�'..:-i�"g� l 'MIN j & Mechanical Codes and_ wke-&ny�chaeges-Qr ` tions on same with8uf , the National Electrical de. — written permisson from the DLsRartment of !Public Works, County of Butte 1 � 4 I �s 1 0 0 X 0 6e oo� FLO(D r Qb .i Pro ' e one -ho . " protection on [_ \ gauge do of -n'n wall gether vri self closing, I •�8 rick solid-cor oor.' DEP GN', '3020 SL -to ii� re— M (3 v VeAd -Mc,v EX JS T I ISI .ill Rlc',�ax' V Cd n ►� ► �, Qin o V) LU I � cue_ rT -�- : c: Y � -}- s rQ 4 "ZAK- z. 9 W EX [5T/ N C:r fo- u V1 g LLD n-aMO „M” C/1- 6� y VVV7- -� -- tV R n 05 :�t7 1 C C cf 0.0' �.. a a E.H. U3E CAIyY Si0i Man Attechod ''1001 MnAttselead /� O a, V 7�D y� Sano t0 G.D. ! / n O(/vN)CP TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well t� Cleara a for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date r ------------- 7.. _ ..:15.0... I AQr2 L j4Tt—rz • ` ] l�GGtJG ,:e IU ►. _ T, 1a� W ISSi+L I' ku-41EU ' t .�---7 - ��ll�o�p,av� . Envlran mental Health a,L5. APR ' �LEUNavG,! A. s 7 2002 UUIT 2 i.n-�o. _........... Chico, Califo ' mta I S LZi E1 :aw I l 3 -tZ, `RESIDENTIAL r42 35 34 OUTS! 3151-91B i ROWE, Richard 1255 Glenn Haven Dr, Chico (carport/sf) /9�L . \�t hp� p 01d1� Wad q. c JOB FINALE Signature J=OK Q = Not OK = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s ' 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas: Location -Test -Wrap: / /' L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card 6-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS "I Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s Zoning Requirements -Setbacks -Easements - Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures arts; Windows -Doors lectric rmg; Sils-Anchors-Studs-Rftr - r 9. Siding; Nailing -Veneer -Stucco -Mesh 1 Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 G Date Q 22 *d B-1 Date Card B-1 Date LCard B-1 L.5 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK - O = Not OK = Not Applicable = Not Ready RESIDENTIAL (,c Date UND FLOOR (Plans) OK except #'s U,Aoning-Setbacks-Easements-Flood-Slope 2. Ft Main; Soils-Elec. Grnd.-/ /" Ftg. Depth a-AK9., Garage; Soils-Steel-Elec. Grnd. /0&4::.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 'f 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date I f2- �J Card B-1 r Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except h's 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection 19. Shower Pan: Test, First Floor -Tub Access 20. Test Tub & Shower. Second Floor -Tub Access ------------------- ------------- 21. Gas Pipe: Size & Anchors --------- ------ ----------- - --------------------- -------------- Date Card B-1 Date Card B-1 ----------------------------------- ---------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection ------ ------------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors --------------------------------------------------------------- ------ 24. Size Boxes -&-No.-of- Conductors -Stapled --------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. -------------------------------------------------- Equip. Ground made up w!Mech. Fastners-Bond Gas & Water --------26.-- - - -------------------------------- ----------- 27. 2 Appliance Circuts in Kitchen & Conductor Size!GFI ----------------------�---------------- --- - ---- 28. Subfeed Wire Size r / ga. Cu or AI-A.C. Wire Size ! / ga. Cu or AI 29. Range Circ. ! / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ---------- -------------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect --------------------------------------------------------------------------------- - 31_ Equip_Clearances Panel s- Motors- Mech. Equip_ 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector ------------------------------------------------------------------------------ -- Date Card B-1 Date Card B-1 ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ft's 34. A. -C.- Ducts Insulation & Support ---------------- -------------- -------- --- ------------------------------------- 35. --------------- - -- ---- -- - --- ---- 35. Vent Fan: Exhaust above insulation -------- ------ ------------------------------------------- ------------- 36. --------------------------------- 36. _Condensate Drain & Overflow: Size & Grade 37.- Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ------------------------------------------------------------------------------ 38. Attic -Access-&- Platform if Furnance in Attic ------ -------------------------- ---------------- ------------------------ ------------ Date Card B-1 Date Card B-1 ---------------------------------------------------------------------------- - Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except N's 39. Sils, Proper Material & Anchors -------------------------------------- ---------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound -------- ----------------------------------------------41. Bearing Walls over Girders & Floor Nailing - ------------------------------------------------ 42. Draft Stop in Walls (rat proof) -------------------------------------------------------------------------- - ------------- 43. --------------------------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing ►ingle & Duplex) Date • FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50. Garage Fire Protection Framing 51. Properly Line Firewall & Openings _ 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers --------------- --- 55. Siding -Nailing Veneer ------------------------ -- 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights- Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ------------------------------- Date ------ ---Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except 4's _ 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection -------------- 64. -------------64. Bedroom Exiting ------------------------------- - 65. G.F.I. & Bath Fixtures & Tub Access -Spa -------------- ----------------- 66. Elec. Trim & SubP anel: Breaker Sizes & Labels ---------------- ---------------- 67. Stairs -&-Rai-Is--- Stove: RailsStove: Cli arances-Hearth - --- --- ------ - ----- --------------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt & Appliance: Grnd.-Air Gap -Cooking Clearance ------ -- - - ---- ------------- ---- - 71. Elec. Outlets & Receptacles at Kit. Counter ------------------------ ----- 72. Garage Fire Door: Swing -Landing -Closer 73.--A.C.-Duct in -Garage -Damper 74. Wtr. Htr , Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 75. Plb. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ------------ 77. 7 . Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps ------------------------------------ 79. ----------------------------------79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes --------------------------------------- ---------------- 80. Followinginstld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters s ----------------- ❑-------------Ye------❑ --No ----- 81. Stucco: Brown -Finish -------------------------- 82. ------- 82. A.C. Unit: Disconnect, Electrical, Plumbing 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings 84 Water Well: Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground -------------------- - - 86. Ventilation Throughout House - - - ----------------------- ------------------ 87. Glass Protection ----------------------------------- 88. Corrections from Previous Inspections ------ ----------------------------------------- 89. Gas Test -Meters Tagged: Gas -Electric -------------------------------- - ---------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval - --------------------------- - -- - - -- - - - ------ 91. Energy Compliance Certificate -Other Certificates - ------------------------------------- D ----- - e Card ---at-----------------------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: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA:- (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE `► V"Ow� 31s► �� OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of wort is completed. If you have any questions pertaining to this matter, or need additional explanation. please contact this office immediately. Date - C) F Inspector REV 11/91 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. i 7 County Center Drive - Oroville, Califlrnip 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 42-35-34 ZONING R 1 BUILDING PERMIT OWNER RICHARD ROWE TELEPHONE 893-2483 SO. FT. OCC. BUILDING VAL ION 543 C 7,059 OWNER'S MAILING ADDRESS 1255 GLENN HAVEN DRIVE CHICO CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace C O NTRUC TrkON LENDER ' NONE ,.. UNKNOWN Total Valuation $ 7.059 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 68.50 ARCHITECT OR ENGINEER • ti i NONE LICENSE NO. Plan Checking Fee ,$' 34.25 Energy Plan Checking Fee $ ARCHITECT OR ENG E 'S MAILING ADDRESS �f Penalty $ BUILDING ADDRESS D RESSGLENN HAVEN DRIVE CHICO 1255 GLENN Permit fee Permit fee $ $ 112.75 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping , 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF U Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer Mobile Home S G W t15.00 Oea TYPE OF WORK New ❑ Addition [:R Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: CARPORT Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p i y (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. "'UUU 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.&) OR ADDNS. ACC. BLDGS. '/z¢sgft NEW CONSTR MULTI -OUTLET NON-RESID BRANCH CIRC ITS 2.SOea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES .06FIXED 30 0 (RESID 1LNS.REJ Ex. Occup. OUTLETS P 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. 6yirin g 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate I Consent to Self -insure. 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. MECHANICAL PERMIT FiIingFee 10.00 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 tffe 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, judgme ts, costs, and expenses which may in any way accrue against 'd ounty ' se e c o e granting of this permit. I ... XAIS rte/ Date 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 $ Energy Inspection Fee $ OCC I CONSTTYPE TOTAL FEE $ — 112.75 HAz. cuA PARK _ SCHL FLO cDF PAR PD r I HD• ISSU This permit is hereby issued under the sions of the Butte Count . Code and/or work indicated above which fees R. �BLIC BY PE MI EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 100705 112.751 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT r.�; . l' e�r/. �.....-. o- �....'..r .��..._ y .- ... ... ,..�..„y.n ti - �` 14`'it,/: .- .�.,-'.r'!'.; V'+Ss.yh r. • . . , ,_ _ .. COUNTY OF BUTTE - DEPARTJVIENzrFN.`$.WLIC WORKS - BUILDING. DIVISION a 7 COUNTY CENTER DRIVE - O�OVILLE,.CALIFORN A95965 - TELEPHONE: 916/538-7541 �. PERMIT APPLICATION DATA SHEET Permit No. OWNERl l' /' A'142Z f7/)/.lit A P No Proposed Building Use (/- rF61`4 - Building Inspector a Date f/ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted.. .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plats and calcs, with wet signature on plans .. 5. Hazardous Material ForJm'.......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent fqr Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ` 11. Chico Urban Area fees paid ......................................... 12. Park fees paid.................................................... School District fees paid .............. Sanitation approval from ch"'60 Health Department q, 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required ... Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... Certificate of Workmans Compensation I surance ..... .`............ 2 Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When yot� issue the permit, process as follows: Mail to own r. Mail to contractor. Telephone N2 3 -Z -Wand hold for pickup at ice. Deliver w/inspector. Other _ lnhlb3 Applicant Date —LL11 ?/ Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other\� Date By The following data must be submitted prior to permit i su nce: (Circle new item not checked above). 1. Index permit for above items No. cr 2. Additional items required: 11 Contractor, designer, owner, was advised of above required data by_phone----rnaiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone —mai I—counter by date Plans checked by Date Plans approved by '1�y” Date C Sets of plans on hold in File cabinet . AP folder Copy—DPW r -^ itn'ty Fs i, ^ ntal 1-1 ^� :;•� Tom*= .Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewaqe Disposal / Water Supply Fold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for bedroom mobile home. Other NOTE * * * Sanitarian ec- COUNTY OF BUTTE'- Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: OWNER -BUILDER VERIFICATION Attention Property Owner: 916-538-7541 An 'owner -builder" building permit has been applied for in your name and bearing your signature. b 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) 4-x jL e signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. ,I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5.- I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Securit Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. 040 Er�,e111 This set of plans and specifications MUST b,�,c�;�Pd M—nterloi, � �� �, d kept on the job at all times and it is unlawfultiifee' !?Pe1¢rs orkma �rtrznship Shall q�t�itr zmake any changes or alterations on same wifa;yn g�R ' P W-ri�� tin fhq mood praout written permission from the Department �la�ic=��, r � �b rad a44, ifi d tus'ee� Public Woks, Count,/ of Butte. Cs - �+� Codes - ;SHOP - I A setback of 5 ft. from the i property lines and a setback 'of ' 0 50 ft. from the road centerline shall be clear of 8 structures or equipment except,. R N 8 for a 2 ft. eave overhang. Pwb GL�42. orAu , Ste° o 100 . o �Yl5j_�p) -- BUTTE COUNTY BUILDING ®EPARTM Be in and n the t -If -14 ,I I �-_Iy W 54 o CZD ae I(j -7 " a. I&kl CAP. F?4VU G.,PW � 4.,tj: I p I L i (: 0. Or . r.C:M -E!Kjrdlqwglz C) AtC-,6FPTMt> I 4 Tmue-� s'z'-c)"?j, . 2 --f L L= 01.1*eH cw TA4L*.i. 07 - TTS cout4v 13UILU)l.NG F, AW;2<3U A -P 'p I T ff �t� 4 ors'pim:�-:-7 E-IRIISTIUG, RAFTW 73 M<r*�PICO� P W_o rLATW 4 0 MATbH P<�. CO 0 rn 0 -00 > rn 9. CA T1.I �- a. a..1l.n nrPllared from computer Input (load:: and d'+aensionsl .submitted by trzlss manufacturer. 91(2.39)006 CFIUIID 2X6 FIR -LARCH 012 BOT CljORD 2X4 FIR -LARCH 01 WEBS 2X4 FIR -LARCH SIANDARD COWNECIOR PLATES 14LtST BE 'INSTALL FD IN ACCORDANCE V17H REOUIRL11E147S OF I.C.$.0. RESEARCH REPORT 02449. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE 111CICATED. SEF_ DRHGS. 130 8 360/26OA-F FOR TYP. PLATE LOCATION DETAILS. ALL BOTTOM CHORD SPLICES OCCURRING BEIWF-EN PANEL. POINTS ARE'_10 BE_ LOCATED AT APPROXIMA7ELY 3/4 OF PANEL LENGTH FROM PA)10. POINT AWITHI N 11-j AND SHOL11.0 NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. CONNECTOR PLATES DESIGNPD FOR GREEN LUMBER PER NDS_ (ABLE 13.1B. �,(0),2x4-F-lR-LARCHwSTANDARO LET=IN"VERTICAL'S-(TYP), L'-16 LO_. C. WITH74 5x3`PCATES (_TYP)• . -- - NOjE:7THLS GABLE -TRUSS" IS-OESIGNED-T0-BE `USEG:ON-AN--0?EK7 dks _BUILDING -AND HAS •3011 OUTLOOKERS BETWEEN TOP CH10.0 PSF. c. SF. i;ABLE_EaCE�jD_SUPPO1aT._FILL' LOAD NOT TO EXCEED I0.0 5X4 1.5X4 4.00 •4-0-0 4x6 TC X -•LOC L -R: 0.29 U.26 14.25 P0.24 13C X -LOC L -R: 0.29 10.25 18.25 28.21 �2-COMPEETC-TRUSSES-_R . YU._ WEJ_ FASTEN T0GC7 1EQ_W].TH IGD NAILS' STOP CH :- ==-=-----= 13'_0,04 1E65 ----------------'-- r'4" U.C. _-STAG6CREO LTOv CHORD SFrALL OE LATERALI Y ,BRACED 1" 1ITHy1?ROPL-)1LY-CONNEfTEO PLIPLINS_SPACED-AT-A-M IXINUM-OF_24 -O.0 ALL NAILS SPECIFIED ARE C%IMON NIRF NAILS. No 1,F_: ?-X4 03 IIC)4=FIR OR DE1TF1t C(1►`1TIo1lOUS^1_ATf-RAl HOTlO_K_ CHORD RRACINt; P 72- MAX. 0. C. ITEOUIRED. , ATIACH WI f1-1 ) -fGd NAILS. 11RACING 75.NUT 11ERUIPED it A,RIGIn COILING IS ATTACHED DIRECTLY TO'BOTTOM-CIaORD.. •RIIACING .MA1FRIALJ TO 13E SUPPLIED ANI) •ATTACHELI Al B011i_ENL)S TO A SUITABLE) StiPPOFIT- BY- ERE CT ION -CONI AA(,TOft . _)- Note: This design bas been checked for resldential w1rn1 load of 15 PST PER UBC Cbapter 23: _ ,0 LSq 1.5X4 112 �` VID �� ` 4.00 v ■ 11b. CQ.3A4g b1_4 11'1 L �iX4 3X5 3X6, 4X6 4X6 -0-0 2-0-0 14-3-0 ]4-3-0 28115=0`OVFR"2-SUPPORT5-- 11-261160 K- 3.50' R -26B38 H= 3.50" PLT_ TYP.-ALPINE SED14-- 12515 FUNNISH A COPY OF THIS OES36N In FRECTION CON7RACTOc1 REV 15. 4.7 SCALE = 0.2500 1.110 "MIKERO FWMcTs I -C. ro�'107 ""*'PW :+Ta ARNING no LlESI,fN GAIT' UHC lir-F 14427-1,14153 -- c=) %.-_j *%IMPOP.TANT** wre uo1 m Tfs.vl IFF Fo, IN wmmtr. cardio! -Pon-75.er nam TwwET: TC LL 16.0 Psi- DATE 06/27/91 _ C.� O .-J [7 O c1.I.1IIH V" 1w 5a swrISIu/,os on Tut oE.7.T,D! ! tssu,e SFX rcala 0 r:7 a -I I� o C� to Trig OFg1AT 04 un IA79L W 10 wne.0 110 ISOM :4 ev.vv.W..c t>aH.EW1wlT .1111Eeo.v�o.noa•1tAX ait n1• n[ 'OD.err Pavx0 05Iee- 81 WI. ALVIIC- Copmun i -Ms I[sigll rip &='IOw11 SSLCr.e www 01,EF.1a 7C DL 1 0' : 0 TSF DPN!j 4 - - 0 0 17 �� ar6 +a1FACIWOm n1sH 70 S,4W &rV&Wtao n!a Lw* -M Ha.. MPNCVc RW19414 g. TlLag CA UC DL • 5. O �''iF CA ENIi - AI.PIN o onarorf 91U/a �er+IK �aSIMA" s a .i1M •.!a cage .. a.rc 1ta CNOM SMSL of c.tlwU7 Sara+ 10 wnw l.Lts 11 c,1tr �Un M41 LOGT•f •: wllw 14roHs/tr .*T.lXD rET+Hpto x.7101ra TUT LT) 1 (!�� ry ,;r 31 0 rA /� -- OSA LL N . 28-0-0 C --I !_ .�q7 ��OM SMM. SEWDs 100716 +iL �' 4lrac 111.E 95 01�VMI9: oril0 ti CO On 1K IlSlvr COM' 11c tw15 . Lw_11_. F AC. _ 4 !1 1' r� {� f1��JC 1 J TRUSS �I 4S OF AS TAS IT'31 W LL57� C1.IpN>Of. rawom V17w AmLtcJ,w1 F1D11SIbtg OF ,y Ii'CLInIa w - - -- ------ -•- 1: _) -� eOS n0 1p RSIVH WITH VVq 1tT.14,Yn tae1RD 094MCa.E-=7 PACING_24-0TYPE 1� r7 O O C7 1)1➢C .l.1i )rS11T1nE. ,1oF - Hu�nThl ¢yw •scifl1t.11w H1p H11on o+we*,v. -f f b1_4 11'1 L JUU: • 33419 BLDRS BERLUND THIS DWG. PR TSP CHORD 2X6 FIR -LARCH i2 B T CHORD" 2X4 FIR -LARCH #I WEBS: 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. ALL4PLATES`ARE-CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE.DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. TOP,'CHORD'SHALC- BE'LATERAL'L'Y^$RACED-WITH;PROPERLY-CONNECTED PURL°INS-SPACED_AT.A;MAXIMUM OF 24" O.C. `NOTE:=2X4 i3"HEM=FIR OR"BET TER,C6147INU0US_CATERAL BOTTOM CHORD BRACING @ 72' MAX "O.C..REOUIRED.- ATTACH WITH -2-160 NAILS. BRACING IS NOT REQUIRED IF A'RIGID CEILING'"a IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL IS SUPPLIED AND ATTACHED AT_BOTH-ENDS -TO-A,SUITABL'E D .SUPPORTTBY`ERECTION_CONTRACTDR->. :D FROM COMPUTER INPUT ILUAOS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TC X -LOC L -R:- 0.29 7.72 14.62 21.53 26.38 n BC X -LOC L -R: '0.29 10.02 19.23 28.38 D C N (U) 801 -TOM CHORD CHECKED FOR 10 PSF LIVE LOAD. D D ALL TOP CHORD SPLICES OCCURRING BETWEEN N PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY v 1/4 OF PANEL LENGTH FROM PANEL POINT. (WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. 0 N CONNECTOR PLATES'OESIGNED FOR GREEN LUMBER PEA NOS TABLE B.1B. o • N lA 5X4vko r 14-7-8_04-0-8 No. 0043845 1 Ern 6.30-93• viL BI) t 7 0-8-6 T I; 1 -0 1 n7--`B-O--OVER-2_SUPPORTS -1 A-10380 N- 3.50' ��_ � �� R-87 f +► w- 3.50' PLT. TYP.-ALPINE SEON--120993 FURNISH 4 COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 CM 0 o t= o o **IMPORTANT** wa�ro6e�fi aEsvoast�c roma r,�►nWARNING t��wro�Wi ct�c�cr�w um C= DESIGN CRIT: UBC AEF R427--26262 0 o t= O snuro>.FROM rocs svfiarlurroa m .M, ofin.noN Fmm s,•crw.sEts •trr-rs•. ma+crw .oao rwssEt. TC LL 16.0 PSF DATE 10/01/90 c C � o O .na ofistw oa r+r ranuR to sono THE •was IN casoa,,..cE oC■Err.ar AND �co.oatrors-•rn� . aE o e o e rrtra THE -ao.utr s'u+oua ttsree• tlr rvr. ALPINE co»Fcr THIS ot¢stw FOR .comowL svfau vtAu- - TC OL 10.0 PSF pRWG CAUSRe27 9027a015 O O O O aaE ,uMl..C7VED ttaw 70 GAUGE 6Y.ruISEa atE[L UlEti6 I(7fr liUKlN6 _aEOUITET/Tfi. V<tlii_0!!tw(5q t� o orNEF8nse 941 MEETING AEant><tcK+s Of acrM ...s MADE.. oew�oD oaa rYu s!`utEa+t.t.r twactrco '� • CA BC DL (U) S . D'. PSF CA -ENG /M ALPIN t= 0 uKr oGHHfctaas TO BOia FACES AT EACH AIM aW lourfi .5 r17w vCO'E0.r .n.oEo tir■oao rE.rwt■a- I TOT . LO. 31 . O PSF 0/A LEN. 2S -8-O C= 7RUS�J o raw. eeurtw ntrn6..afi .• ■o■t■u vLEss o,KartsE raw. •eortoi, oaao nrrf auto CULT NG a suctrc �II�!�I11�III�IAI�II� ofsra. s.w•ws m.a>» nrw .wucaeLE voorrstos oi•.•s`s�ortm`o+ cEsta:._.no-NOT usa ��rs 1 !iIJ' �, � DUR.FAC. 1 .25 PITCH 4.0/ 12 ,cps .ra ,rrl l9l:tl. Q519. nrN %Iri aErua.rrt raE.r[0 LUMBER. ? ti c b c t� 0 0 0 0 0 ,_,ot • iR189 PLATE t,4rrrlflE. NO - NATIONALoEstw SPECIFICATION VCR � *auo. .aoD cas rn SPA_CIIVG�',.24"0".• STYPE COMN-- RAflrWAL/RINiFASr NO.1S4A•1SX24wn tM M� 3i/t+¢fIW:4gG9ffiiMMF+db4f' 9Yb2fYRT`�9F.Y"+1N1 7�t���10A"^L4Psv bfia^+RVM�t��^.pMM�^M'L�:Yfi'T�ffi'IYaN 1Mi Ma&aYSW #i 4Aly+'tet'i XRMMrA14f•�1Wwed�3` Y>pY' �kfM+Kla• }.`e�fge+�^NST,-.siw•.y4ittsrt"✓9MM+��4i'�'mF�{�M1"4t+9�+wnw.rtsF.ta`�+N tF�� W�+°R4lNr �C^�pt3'^�.:�++c4;o+a'E4+WUe.rv.6wbm'.M�skai�.�iNAs+�ac6�.�'{•+s+�vte«}a .+aMi+N a*u+Pwi�M.{4+s.ryisWE' hb'"..d#'a06wvcra�.�l�is1^.+NHt�M1fr�6'QfedMF1 Cdyf"r ob � ___ .. Se�14.M1�^+M ^.w+Gawx+s�,Mbb>wrixaw ��pEAk%$kYR st i'wlfiib a`,aseia'N VtF+>1:^Kw'ljy.i #weP'A�weM�OLFi4%�-�d"'� {t�'t ��1iMYY3 Mf1"tb^+BY nsL0i3rMan^>.§'�'i'�' Mi+>pR�up'e'hf9 t�aM-it a<'b�t`b�/?r�'b {.h M..ttK^+ea�W1'Y� {i J3+w8�Y'Mt�1tt1>< N'>"°!ik'WaW�.{94rP�gKM�a�.ai'Id�MYi'M1d�s" �/i�Mai m.�.M>�Sy r°it �°'IMPi��'k}Y'ally%Nr. �pbh iM +yT.uwM✓At�-^t1�V^aa4+'�Y't..RV{WwY <s-a.v j....rr s+�>rebNl +a. AMe^VRW A}�s�i �r+�f1e'�� *+AtaMeeAs'H}P .sYt�Ytfan '�iK+.+t' �f�'�w slnt±Y�+-°`-^•hWO M+��kk +M'+HJr. N+wWYiS ',A.�� +` kF5+7�+'ta+. �Nd��'K'K tM M� 3i/t+¢fIW:4gG9ffiiMMF+db4f' 9Yb2fYRT`�9F.Y"+1N1 7�t���10A"^L4Psv bfia^+RVM�t��^.pMM�^M'L�:Yfi'T�ffi'IYaN 1Mi Ma&aYSW #i 4Aly+'tet'i XRMMrA14f•�1Wwed�3` Y>pY' �kfM+Kla• }.`e�fge+�^NST,-.siw•.y4ittsrt"✓9MM+��4i'�'mF�{�M1"4t+9�+wnw.rtsF.ta`�+N tF�� W�+°R4lNr �C^�pt3'^�.:�++c4;o+a'E4+WUe.rv.6wbm'.M�skai�.�iNAs+�ac6�.�'{•+s+�vte«}a .+aMi+N a*u+Pwi�M.{4+s.ryisWE' hb'"..d#'a06wvcra�.�l�is1^.+NHt�M1fr�6'QfedMF1 Cdyf"r ob � ___ Vie►.. _ ' LUMBER SPECIFICATIONS TOP Chord Bottom Chord Webs Top Chord 2x 4 Mi HEM w FIR T i� _2229 B i� 2f 15 W 1 w 397 W 2 597 Tncrea 30401UTCO rg Loading (PSF) b` r r - at Chord 2x 4 p2 HEM -FIR T 3- 1959 8 2 11t5 W 3 . 597 W A 397 TCLL 30.0' TGuo rDL 7.0; SCOL 10. T 3d 2959 B 3 21 SSS Web Nem. 2x d STANDARD HEM -FIR T I BEARING RE0LI1T,E'MENTSQ(LQFESSIa�/A BEARING.ACT. SIZe REO, SIZE AMOUNT LB�071 i InO ©L 3.50 10.; 1,62 In. X07 �0,,,`, DaN� ALL BEARING WIDTHS ARE MINIMUM. CA: �• � " 1/4 PANEL POINT SPLICES ARE LOWED 12in. ' +- FROM EITHER TC OR OC 1/4 P�(�1FI_ POINTS, " i CIVIL P 4- 0-2') a, t��/ 12 A A it( •- ta . COUNTY 3.94"rpARTME , 11s �` ^\/ED; a an � N 4i PPR%J a n v t °I 7-3'-4 7-3-4 J _ 1 iT: SPACING tl11� ►I 1$' 1NE NE$PPNSlBtL1TY.OF OTHERS t0' LS5CfRtAIN IHAY 1NE .DADS uTIL1?CD ON IH1$ DESIGN MEET OP EMCEED t0* PLATE GtJg1 ACTUAL OF,AO LGADS IMPOSED HY WE STiTUCtUpE ANO 1HE LI'IE.LOAOS IMPOSED Gr 1NE LOCAL BUILDING LODE OA,' Fi .5000 UEfC. )yj,vDD" Q,[ 5/4 69 N $IORIG(. .:CL:THATIC RCCOPO$ 'T10 RFSPONSIOILtTY. IS ASSUH D FON DIMENSIONAL ACCLAACY, VERIFY IMFh 510NS PRL011 10 FABRICAIEON. CONNECIOR PLAtE5 SHOWN 'AnE tRUSNAL 16. 1B Op 20 GAGE AS SPECIF:�3 ®�� iABRICAtIoN SHALL COMPLY KITH THE 'DUALITY CWITROL MANUAL' OF THE fRu55 Pw�lf 1NSTIIuIE tiPll A1C THE ., ' : iRUSwAI iRUSClYN MANUAL. ALL P1NElS NOT SPECIFICALLY OESIGNAIEO ARE 10 BE EQUALLY OtVIDEOy U. 9ENOIE51 K SPECIAL CUTTING, ONLY LATERAL BRACING 'NEOuIRED OF INOtV1OUAL Ta'SS. MEMBERS` IS NOTES ON .HIS 1gAw1NG THIS C;;OIGH-A5SUNES thE1'TP CHDNG 10-BE.:CONI tNuOUSLY BRACED': BY S,1d-tiHING UNLESS OTHERwI SE STAIED W411E'. L+WLAL NOiRIGID .CEIL1NG IS APPI2IED rLIR C,IIr 10 _THF BOLfOw G+ORO. SII SHA�,IBE BRACED Al 1NIMALS Not ErCEQING .. L/ i I i� D e s j_ g n TRUS 10 -0' v PERSONS ERECTING IRUS5ESANL CAUTi0NE0 10;:SEEA PPOFESSIONAL ADVICE REGARDING TEMPORARY F1REC .M '.. i""Y I I L.1 �J .� ✓.... - * �'� OnACING,wNICIL IS ALWAYS-.REOu1�C0:,'. 10 PpEVENT TOPpL1NG AND'00"INOTNG' REFER TO 16RACING -DOD RUSSES' t CONMENIkRY AND'RECOHMLNDAIIDN, IT{tt NNCRE CONFUSION QFi EAISY CONCERNING PROPER FtEL3 ERECTIOAc' .. + - CLEARLY MAt11C JNtERTOR:...'BEARING:..LOCATION$.. CAIRILEVERS, AN3INE G�OpO5 CF T11E. TRu55 TO' PREV2N1- l�wPpOP1q. a r�ryq p F ti TRUSW/h'.SYSTEMSCORPORAIION; U+5TArLLA110N TRUSSES SHALL NGt BE' PLACEt). 1+.ANY:�NRVINNmENVTHAT Nw+iENCAUSE59AHY"OISTUUAELCOET[N41—I I. ,. OMGI 13-3 60V NCECTA,0 PL IE CO OSIS J V WOODC OUS APPLICA%10N OF AUSC ONCE !t+0 AIERCOFM IS OUTSIDE A, SCOPE OF SARV. ISbE11V OF TW1S"+.. LLE WOOD IO EACEt:D 1Bt +NDj011 CAUSE CO >. k1225LhS PLUMAS L.M. �- t