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056-180-017
056-180-017 00-25 FIGUEROA, VICTOR J. �pp C_ '10 VIA DE LA CRU'L WA ' i9 t%-03 CONTR:OWNER NEW SF. 4BDRM 056-180-017 FIGUEROA, VICTOR 1 10 VIA DE LA CRUZ WY C 2 D CONT: BILL SQUYIJ IN FIRE SPRINKLERS 03 017 056-180-W7 AG 02-07 FIGUEROA, VICTOR 10 VIA DELA CRUZ, COHASSET AG EXEMPT PERMIT L' j - r, MARK L.r Lv*4D ENGMERMG a 1,=&na& Associates, ,1nc. QmWmy March 15; 2002 i�G�LZI� rt5✓Je�'�- uildmg Division Butte County Department of Development Services 7 County Center Drive Oroville, CA 95965 610 C Street, Suite B Marysville, CA 95901 Tel: (530) 743-6526 Fax: (530) 741-3339 To Whom It May Concern: This addendum is to be attached to the approved plan set for the referenced project. The footings and slab may be constructed by using a two -pour system similar to the attached detail. This will replace the details shown on the approved plans. • A cold joint will be required. The surface shall be clean prior to second pour. o Install # 4 dowels approximately 5'- 0" o.c. from footing to slab. • All other requirements as shown on. the approved plans should be followed. If you have any questions please contact us. Sincerely, �OQROFESS/0�yqe� RP F. Jose Silva, PE ,`�Q �.�os siz`q F yc <<�� �� Project Engineer CalSIP cs52s7 so, aso-sooa a - FJS/Ifp 0 Cc: Victor Figueroa MAR 2 6 2042 00-271 BUTTE c00%TY PLANNING DIVISION 1 LLANDMARK Oro ENGINEERING a Landmark Associates, Inc. Company February 15, 2002 Building Division Butte County Department of Development Services 7 County Center Drive Oroville, CA 95965 610 C Street, Suite B Marysville, CA 95901 Tel: (530) 743-6526'Fax: (530) 741-3339 RE: Figueroa Custom Home located of 10 Villa de la Cruz in Cohassett Addendum No. 2 — Footings & Inspection To Whom It May Concern: This addendum into be attached to the approved plan set for the referenced project. Findings During the excavation 'of the footings, massive rock at various locations was found. The small and floating rocks were removed. Efforts where also made to remove portions of the massive rock, however, it proved to be very difficult: Recommendations This office recommends the following: • Since the existing rock is solid and close to the surface, the footings will be poured over the rock. ip Use #4 dowels at 24" o.c. maximum, embedded 6" into rock with Simpson Epoxy. The epoxy application is to be completed per manufacturer requirements. • The roughened. rock surface is to be clean and free of debree prior to accepting concrete. • At locations where typical anchor bolts cannot be installed due to solid rock near surface, use equal diameter threaded rods embedded 6" into rock with Simpson Epoxy. Spacing of threaded rod anchors is to be per Shear Wall Schedule. Inspection On February 14, 2002, this office witnessed and inspected the installation of the #4 dowels with Simpson = Epoxy. The installation was completed according to the above recommendations. If you have any questions please contact us. Sincerely; OQ�pFESS/ONq� F. Jose Silva, PE UJ 055267 Project Engineer Ca FJS%lfp FOF CAl\, K Cc: Victor Figueroa'�� 00 INTER -DEPARTMENTAL MEMORANDUM C)l - TO: BUILDING DIVISION, OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: 4-9-63 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: J A41YoG SEPTIC: x WELL: >,— AP#: 00 ADDRESS/LOCATION: a le— A 1 6-44 2, Comments:, GL/memos/releasehold --.r..v�,.,,�wwrts.w• wr�rrrrr��...� � �•suprr.vv+KT-I^.w!'� COUNTY OF BUTTE I 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 ar PERMIT NO. A routine inspection indicates.that-the following violations of butte county Ordinances exist at the above address. anq, nid be corrected. Please notice this office when 'correction of work is completed. If yotrhave any questions pertaining to this matter,'or need additional explanation, please c2,04ct this office immediately. ; Zr n,w 6, .i r - 1� 1-4 l% A — .✓e r r ev,41 C2, / Date f - `� Inspector REV 10/92 ~__—__-_�-_—=''___ --___--. UNTY OF . BUILDING DIVISION DEPARTMENT 'qF DEVELOPMENT SERVICES 411 Main Streef * C�i"6o, CA (530) 891-2751 CORRECTION NOTICE OWNE R PERMIT NO. A routine inspection indicates that the following violations of butte county 6rdinances exist at the above address and sh )e corrected. Please notice.,this office when correction of work is "m"womu If you hayd-tny (questions pertaining to this matter, or need additional explanation, please contact I * office immediately. ` � \ Inspector COUNTY OF BUTTE BUILDING DIVISION I DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 61, OWNER t f PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and shoul5/be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date _ �� ' Inspector REV 10/92 COUNTY OF BUTTE BU ILDING,DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA • (530) 538-7541, t: CORRECTION NOTICE t: z. ro0. 00--ZS3 �{ 9 OWNE PERMIT NO. 3 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. 4. Date � ) > I t d Z- Inspector REV 10/92. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES :3 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER V 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 thiis� office immediately. --..'..r-�—+,r--v-'.".ri^r �-..�:v--i.�r.�.,.-•--m-•' -'err-.ir'^y4�9�r-„"'r'"�`�"q""'�"nl�""'.K�'+'..�%K""`;,y .. COUNTY OF BUTTE Y. 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 OWNE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the Date Inspector - o , REV 10/92 i:"-s...:.'-.'�s�"��T..'�F'!'t^--y.2�s—y.f�%:�,_ �'E_ -"It3 vs;.c-.. �y�i �-- •w �.`ast a .... . . ........ . . - -'COUNTY OF BUTTE. ..._...........: '-, ....._ . - . t s BUILDING DIVISION `h DEPARTMENT OF DEVELOPMENT SERVICES nj 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE r. OWNER P NO. - " Yy A routin5ipection indicateit e of owing iolations of butte county Ordinances exist at the above address and shout corrected. Please notice this office when correction of work is rt completed. If you h any questions pertaining to this matter, or need additional explanation', immediately. please contact office }4 e 1 W )[19tA MAIL 0h s _ .C.�'�-C r ` W ca Dke V 4 S:K 4 i e a f re iNq G Q ,back ; Date�_ Inspector � o REV 10/92 — 3 6 Z l�X aL�C.iI� NOTES RESIDENTIAL ,. 056-180-017 01-193 8 FIGUEROA, VICTOR 10 VIA DE LA CRUZ WY. CHICO CONT: BILL SQUYRES FIRE SPRINKLERS { - i V= OK 0 = Not OK -- =.Not Applicable = Not Ready , MOBILE HOMES Date MOBILE HOME UTILITIES (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. / P Nat. or / /"L"ft./ PLPG Tie Downs -Type -Installation Cert. 7. Well Clearance & Disconnect 11. 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 Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only;, License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .t 2. Soils; Compaction -Structure Stability .3. Pool Structure;.Steel-Conne``ctioris-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 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 1 5. Alum. Awn.; Columns-ConAections- 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 E Date Card B-1 Patel Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements i .t 2. Soils; Compaction -Structure Stability .3. Pool Structure;.Steel-Conne``ctioris-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 ✓ = OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date 46. 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.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' 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- Reg ulator-Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Botts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 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 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. 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. Subteed 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 ❑ Yes U No 31. 32. 33. 34. Service -Riser Conductors & Grou d Main i onnect Equip. Cle%jangps Panels -Motors ec quip. Clothes Clo Lig -Shower L ht• fight Smoke c or DateCar Date 82. t Card B-1 1 ate Card B-1 Date 83. HANICAL(06mit) OK pt #'s 35 j A.C. DuctVjnsulation Sup rt 36. Yentj%n, haust above ip4i 1 ion 37 Con sate Drain & flow, Size & Grade 38. Ixrnace-Vent Acce -C b. Air -Return Air Vent 115 outlet 39. A is Access latform if Furnace in Attic 1 Date 89. Card B-1 Date Card B•1 Date 90. Card B-1 Date Card B•t Date 91. 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) Date 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Date 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring , 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions A 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 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 FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive J Yes D No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted 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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive 9. Oroville, California 95965 • Telephone (530) 538-7 1 P MIT NO. (Rev. 12/96) APLICATION AND PERMIT 1 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 099 00 .OWNERS MAILING ADTDTRESS� 14 COMRACTOR'S NAME TELEPHONE CONTRACTOR'S U CONSTR N k& 3176, GHIGO 95927 Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 10) ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 90 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADORESS VIA DEL CRUZ WAY, CHICO 1 Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF Ck Duplex ❑ Mobilehome ❑ Other sPEc�ry 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 ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 0 Describe Work: FIRE SPRTNKI ERS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S GI W Q20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 I"OR LE Main Service zo.A VOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is 1. fo"c and effect. ``'� ^[ L License Class e P Lic. No. J \ O 'V OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for .this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO /OOOA 46.00 NEW CONST. DWELLING ffUP. OR AODNS. ( a ACC. BLDS. SO 3.5¢FT_ NON-FEOSID. MULTI -OUTLET @7,50 POWER APPARATUS a SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES .00 SAL @ L.50 Ex. Occup.DFIX UTIEDTS p� GEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring i—�00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEP- $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions section 3700 of the Labor Code, I shall forthwith comply with those pr isio X_ Date Signature of Applicant - ❑ Owner KContrictor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 168.50 HAI. D. FEES IMP FLOOD COF PARCEL PO HD ISSU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON 2 D provisions to do work paid. 9 0/01 �` 0% fe Receipt No. 7•5SI50 WHITE-D.D.S.-B.D. CANTR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 4 -COUNTY OF BUTTE - DEPARTMENT.OE.DVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: i V OCI ASSESSORPARC ER: ' b O"O Proposed Building e: ri Building Inspector: Date: At time of permit applic 'on, I -wis advised the following data must be submitted prior to permit p essing and/or issuance: Date Received By _1. All ii ems have been submitted .------------------------ ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. E13 Complete plans, 3/4 sets, signed by the preparer of plans. ------------------------------ ----------------------- . Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- a , ❑ 5. Engineered truss details and layout in duplicate (required prior. to plan review) No faxes! ------------------ El 6. ----------------- 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- �` ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------- 7---------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications.= ---------- ------- ❑ 10. Fees of $------------------------------------------------------------------------------------- TF ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---- ❑ 17. Planning approval for (A) Use (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. --- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ------- ❑ 20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------------- ❑ 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------. ❑24. Letter of signature authorization. ------------= - ---------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------------- ❑26. Letter of intent on building use.--------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone S30 F19/-.33 $;Z and hold for pickup at lev office. ❑ Deliver with inspector. Applicant: ` i /� Date: Copy of Haz-Mat forth sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution V bate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: g- 6-o (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: S Date: Sets of plans on hold in o Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. NOTES / RESIDENTIAL PERMIT NO. ! - 056-180-017-00-2534 - { � FIGUERUA, VICTOR 3. 10 VIA DE LA CRUZ WAY, C-Ifele-- , s CONTR:OWNER r �,�,� NEW SF 4BDRM �'OYl s "q SPECIAL, CONDITIONS CHECKED - BY y SRA ~� RTIFICATE REQ. FIRE SPRINKLERS REQ. -r— C6ALIIVSREGTIONTITEMS =' VERIFV = USE PE v E OFFI� C OPY .. _ _ (J � d _ SUB -Sl Adress=. GAS Meter By Date ELECTRIC /� 10.2-02 Meter By V Date wore JOB•FINALED (Date) �O re (f Signatu, V= OK 0'= Not OK = Not Applicable = Not Ready MOBILE HOMES Date 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 ." 6. Gas; Location -Test -Wrap;-/ /" L'W / x / P Nat. or / /"L"ft./ /'LPG t 7. Well Clearance & Disconnect Exits; Insp.-Sketch 8. Utility Clearance 12. Date Card B-1 f Date Ca -r8 B-1} , T - 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- 0 • c ' 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval -6: Gas and Electricity Tagged s''r 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Onlv: License Decal Date Card B-1 Date Card B-1 Date Card B-1 _ Date Card B-1 r a MISCELLANEOUS .Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Require ments-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 t j 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels , Date -Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ' FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability '! 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts•GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip: -Heater 8. Elec.; Grounding; Equip: w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I I Ir 1 O COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • OroVilleCalifornia 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �0✓��� ASSESSOR PARCEL NUMBER 056-1800-017 ZONING 11 BUILDING PERMIT OWNER FIGUEROA VICTOR J. TELEPHONE 891-8382 SO. FT. OCC. BUILDING VALUATION 3764 R 203 256.00 GWNE7�1r I ICE AVE . CHICO � 960 UNF 32 640.00 CONTRACTOR'S NAME TELEPHONE 960 U 17 280.00 30 U 540.00 CONTRACTORS MAILING ADDRESS 515 0 3,605.00 CONSTRUCTION LENDER 772 C 10 036.00 Fireplace 2 3,000.00 LENDER'S MAILING ADDRESS Total Valuation 1 $ 270-357.00 ARCHITECT OR ENGINEER W�QUIRES BUILDING DESIGN LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1238.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 3020 INBUS7L� IAL DR. SUITE B. YUBA CITY Plan Checking Fee $ 804-70 BUILDING ADDRESS 10 VIA DE Lh QUHZ WAY Energy Plan Checking Fee $ 23-00 $ PERMIT FEE $ gn8 -7n LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF ❑v Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap L7 7.00 1 1q_00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 2 15.00 TYPE OF WORK New 1X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ r; T Describe work: �/ :_�ED000 HOUSE Gas piping system 1 - 5 outlets 15.00 1 00 Building sewer 15.00 Mobile Home S G W Ca20.00 LANDSCAPE 15.00 PERMIT FEE $ 214.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLESS 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: fY I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain. workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR 3.5QF0 198.95 ( ORw corgi . MULOTcouBLDSSr NDN RE5,0. CUrT.97.50 PARATUS 8 PGWERSINGLE APOUTLET CIR. EX. OCCU OUTLET OR FIXTURES�0 O 1:00 Ex. Occup. OUTLETS R D.OEA 5.00 Temporary Service 23=23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 241 -95_ MECHANICAL PERMIT Fling Fee 20.00 Heating 2 115.00 30.00 Cooling 2 15.00 30.00 Hood 6.50 6.50 Ventilation 6 4.50 27.00 PERMIT FEE $ 133.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) i ❑ 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'HAz. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. .- X Date _ Signature of A licant - ,,Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionO of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST. TYPE VN TOTAL FEE $ 2 T D PES (/ IMP X FLOOD X COF X P EL HD X ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ate 1-4 �I PERMIT EXPIRES ON `7 02 Iet Receipt No. 302723 3 / 111R I+ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PI K-INSF CTOR OLDENROD-APPLICAN COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7, COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 - SCHEDULE OF FEES DUE' ' OWNER A. P. # PROPOSED BUILDING USE DATE ! D–f 4 " 00 RECEIPT # DATE REC 1. BUILDING PERMIT FE , /'7/3 35 ' q p �1� - Balance Due ................ $ 0Additional Fees Due .........'.. $. ' Additional Fees Due ........... $ evised Plan Checking Fee ......... $ ' 2. SCHOOL DISTRICT FEE_ S S 6 a (paid at District Office) /7111-. /e,( fT J- ' r 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ 3 Units Commercial (sq,ft.)... x $0.03 = $� Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt. Commercial (sq.ft.) .. x _$ , Sq.Ft. Amt. •5. RECREATION DISTRICT'FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES 510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK Z:00 (paid at Building Division) r 8. WATER TENDER FEES (Battalion '# ) $200.00 (paid at Building Division) 9. -CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) . 10. OTHER ,f Ge—1 ' At time of permit application, I was advised the above fees are required to be paid prior to issuance of the buildinmt�These fees may be changed during the plan checking Process, '. /0 9 101-141 s 1VC-c k -,df.e 2 ~O -7 2 APPLICANT DATE�)��,,--� Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above ffWhave 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) ; T�"; T ; 'i•�' w`°iR`7' , per`' 'n"ti "'1�- T'�.� r"a`4 I�s'1��' ' r ?•; .-��..t1•/•�f`r ?'%`tiJi. -.. ,..: +ir'L";X49'' . q --y. '•..•, . rc COMY OF BUTTE DEPARTlv4iW'"OF DEVELOPMENT SERVICES - BUILDING DIVISION t "!` ' I 7 COUNTY CENTER DRIVE"- OROVILLE, CALIFdR IA 95965 TELEPHO E (530) 538-7541 y SCHEDULE OF FEES DUE y 1 OWNER / - i `�.� Li�/9� �% r A.P. ii PROPOSED BUILDING USE(,%/C DATE 00 RECEIPT # DATE REC /1. BUILDING PERMIT FEES—'— I EES —I Y,,,�' -- Balance Due .............:.. $ 03 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ �/i2 vised Plan Checking Fee ....... $%CHOOL DISTRICT FEES C (paid at District Office) -.. .. 3. SHERIFF FEES �d"atBuifding Division) r Residential ........ , . % x $360.00 =$ 3 � � Units^ Commereal (sq`ft.)... x $0.03 = $ Sq.Ft. �r 4. URBAN AREA FEES (paid at;Building`Division) 'Residential (per unit) . x = $ ' #Units Amt. c Commercial (sq.ft`) } . x =$ � a.. Sq.Ft. Amt. ,•`ic 5. RECREATION DISTRICT FEES (paid at District Office) _ r 6.+ THERMALITO DRAINAGE DISTRICT FEES B510' 00 (paid of 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) ' r 10. OTHER <�� ��-� -.r--- _ _.....,....._- ."d 1.l� At time of permit application; I was advised the: at ove'fees-ate requiredao be paipri r, ci':issuance of_the building pe t. �. These fees may be changed during the plan checking -process: --GQ J �% p S spa �44.1 fir, 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) 8o E.H. USE ONLY f� Plot Plan ttached Roar Plan 'At od G.S r Sent to 8.0. 14W 1. TO: Bdilding Department FROM: Environmental Health SUBJECT: Sanitation Clearance r�c16 I/, Q, L c, CV LA -2- —/ryLo –'0 CYwner _ Location - AP# Plan Approved for: Sewage Disposal Water Supply Public Private Well: X Clearance for rrg- Other S Cdr n /7cY/lP, - A 'Hold final for: SQ2Z, le- Ti v6,61 41-1 Final clearance O.K. for: (VOTE: Environmental Health Specialist Date 8/96 '•.t' '.-�b.:wZ.. ��ii�•4:f-+�.-tttM R.,,�-•�"Yf`-..os�.fvV•.+r ti'��,•.-rr�` �r� ^„P' "r-aim..-�r�» ,,.= �ti.. COUNTY OF BUTTE - DEPARNTMEIYT OiW,EVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER"DRIVE'1 OROVILLE, CALIFORNIA ,95965 -.TELEPHONE (530) 538-7541 i• `; ;fir �'. .. .r, .. " PERMIT APPLICA TION DA TA SHEET ONER::,, .O U/ (WASSESSORPARCEL ER: f� / U t/ W r Proposed Building sed Building Inspector: Date: 40 - At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By P"'Pel shave beensubmitted.------------ r =------------------------ --eotans,3/4 sets, si ed b the re arer ogn Y P P f plans:------------- =-- = ----------------------------------------omplete plans, 3/4 sets, signed by the preparer of plans.---------------------------------=-------------------- _. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ �� ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 1_ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------- - ------ === ------------------------------- i ,•'t' ---------------------------- --- --- - % ❑ 8�'Hazardous Material Form. ------------ - --------------------------------------- me data and installation in on eluding Tie Down' Specifications ------------ ------- anufactured Ho--� ees o -:-- -- --------------- ------------ - ---- G �i! pact fees as shown on the attached schedule. ----------------------------------- ----------- S --------- California Department of ❑ Foresryplapprovalfs. -- ------ t --------- ood- elevatioSct iccate- ---------------------------------------------------------------- ----------------------- anitation and plot plan approval 60.64 Health Department. ------------------------------------------- % 15. City of Chico plumbing permit.---------------------------------------------------------------------------------- „ ❑ 16. Plot plan and business license approval from the City of Biggs - ----------------------------------------------- EIA --------------------------------------------- ❑ 7 Planning approval for (A) Use: (B) Parking:4 -------------------------- Contact Land Development about eImprovements, ❑ Drainage gal Parcel. ---------------- ------ t -7 ' J �r actgEent Permit for driveway (construction approval prior to occupancy). ----------------=---- 20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification).----------------------------- .rs' Compensation carrier and policy number. ----------------------------------------------------------- r-Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- of signature authorization.-------------------------------------------------------------!�- 3ed.copy of Agricultural Acknowledgment Statement. -------------------------------------------------• ❑er of intent on building use. ------------ ❑ Manufactured Home utility clearance. ----- ❑28. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 00. Other: / • d o �S % y i� T -. Whey you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor.�bt(_e elephone �f �%� Cs3 and h211 f at C�11 CO office. 11i IDeli v Applicant Apphcant. C�y-ofJ;Iaz•-Mat-form'sei e_a th Department, ❑ Fire Department, ❑ Air Pollution V Dat Copy of plans sent ❑ Health Department,4 Fire Department. ❑ Other: T\ r/iTaA (Date) 'F -LI -50L � W )/e y, ver with insp ctor. 1. Index permit application for o items b ❑Plan Check List 2. Additional items re ' e Contractor, design owwner �" of th above ed data by on ❑ i , ❑ uilding Division ter, y ate: Contractor, designer, er, was advised of the a required data by ❑ phone, ❑ ma , ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised f the above required data by ❑ phone, ❑ mail, ❑ Building Div* ion counter, by Date: Plans reviewed by Date' Plans approved by: Date: ' Sets of plans on'hold in ❑ P1'abrnet, O.A.P. folder. Note transfer by: Date: Voll.,.,,!'•.,..., Tle....-...,..._...rn__._i_»_�_.n__ ,-. .. .-.. . y".w7^^•^..�-.,shy.�..�,�.���.�,'.,.•y.fYr.vYr[f'aYKjtirMjSl�{TKA..(+�n-V\!+r'rr+�yrSWl+'.:.,^+`ZW%A rry,}n7�r..w...�+�t�t.��...-- .�. s`��F�cy..s�{!ivf�.I5l.1y{.'t BUTTE'COUNTY-SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building); � / c � • , it �; School District L/ Ju` Building Department No. 'A. P. Number �`t✓ 6/ / Jurisdiction: city, County Property Owner / % Y `� ` / �—� ti } f ! :'' `1 w Property Location/Address Subdivision Residential Development `Commercial/industrial (nz =- No No of Living Mobile Home Units Installation 'New: = E !Additions 11711,10 Addition/ 'Supplemental toto Conversion Permit # *(No foundation inspi .......................................................................................... Sq. Footage / 7;� 4 (Group R) / Sq Footage., �:. + _. -_ �.• (Including Exterior. Roofed Areas) (Floor Plans reviewed by School District District Identification'No. /" 7 School District certifies that (Street Address) S' (City) has complied with the requirements ofResolution No. -zJrepresenting / 10 square feet. School District Representative Paid by Check # Remarks: Date s , zavu Loll (Applicanj O// -n: (Phone Number) (State) (Zip Code)' 6'0 by payment of $ % JF�B 2926 $ FULL MITIGATION �{ S a Date r Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in, compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certificaiion Form, the School District is notified by the applicable Local Manning 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 T ,... 71) MAIL TO: ILDING DIVISION DRIVE Accepted for recording at 9:01 AM 0 Sept mb'er 18, 2001. V Stempel, Deputy AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT ;tf,.'Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The i�: ro `e described herein is adjacent to land or included within an area zoned for �,p , p rty J agricultural purposes, and residents of this -{ -: property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience F . or discomfort from normal; necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: I Date 17—/-7— o / PROPERTY OWNERS: -- State of California ) County of /g r f ;tom ) 0n7,'Wtiefore me, _ personally appeared Gpersonally known to me (or proved to me on the basis of s �f�aact evidence) to be the perso s) whose name(s as subscribed to the within instrument and acknowledged to me tha�r"e/tl>ye`y executed the same in is r/tl�r authorized cap acity(ies), .and that by l/4e'r'/t?eir signature(s) on the instrument, the person(s) or the entity upon behalf of which the persons) acted, executed the instrument. - WITNESS y hand and official se Signatu . Seal: a A.P. # €iEATNER BROWN L*NOTARY COMA• 0 1280607 PUBLIC-CALIFORNIA.COUNTY OF BUTTE : W.OM61. Expires Oct. 16, 2004' ORDER NO. BU -180392 KA 3ESCRIPTION CHE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, �OUNTY OF BUTTE,'AND IS DESCRIBED AS FOLLOWS: ?ARCEL I• PARCEL 10, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 28, 1998, IN BOOK 144 OF MAPS, AT PAGE(S) 76 THRU-78 RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT OVER-HOGAN ROAD AND VIA DE LA CRUZ WAY, FOR ROAD AND UTILITIES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, 'STATE OF CALIFORNIA, ON OCTOBER 28, 1998- IN BOOK 144 OF MAPS, AT PAGE(S) 76 THRU 78. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS. AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED FEBRUARY 25, 2000, UNDER- BUTTE COUNTY RECORDER'S SERIAL NO. 00-06713 AND AMENDMENT RECORDED APRIL 7, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 00-12375, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN ''BY REFERENCE THERETO WITH THE SAME FORCE ANDlEFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS -OF SAID DECLARATION. AP#: 056-180-017-000 PARCEL II• ; i A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES KNOWN AS HOGAN ROAD OVER PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL -MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY"OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 19, 1980, IN BOOK 77 OF MAPS, AT PAGE(S) 77. PARCEL III: A NON-EXCLUSIVE EASEMENT OVER HOGAN ROAD AND VIA DE LA CRUZ WAY, FOR ROAD AND PUBLIC UTILITIES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER. OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 19, 1980, IN BOOK 144 OF MAPS, AT PAGE(S) 76 THRU 78. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL -I, DESCRIBED HEREIN. PA O■ ENGINEER RING 610 C Street, Suite ' 1 �J J� � J��l � Marysville, CA 95901 a Landmark Associates, Inc. Company Tel: (530) 743-6526 Fax: (530) 741-3339 March 4, 2002 Mr. Philo Hunt, PE' Plan Check Engineer, Building Division Butte. County Department of Development Services 7 County Center Drive Oroville, CA 95965 RE:;'Figuer-6W t.s of -i, z n e iU-wesgn _ Truss Review '� ` Dear Philo: This office has reviewed the truss design and it is in conformance with the structural analysis for the home. The trusses were designed by Longfellow Lumber Co., Inc. Please attach this letter to the approved plan set. If you have any questions please contact us. Sincerely, F. Josh Silva, PE , �oQAOFEssipygl Project Engineer ��Q �. IosE Sj�`9 Fye C55267 s 'A aa.. h m.•. T + 0- T1_:. g'l'..,. s s - E .9'30'•004 r►uadu::ei?t: Lra �ajUilLI uc, Dr iiuoseS.. sr9T CIVIL- I FOF CAUF��, _ • � E CAR 0 Y E . D 7 MAR' 26 2002 BUTTE COUNTY PLA 00-271 NNING DIVISION ' � _ �• 1 �s Rug 02 02 03:37p Landmark Engineering 5307413339 p.1 Marysville, 610 C Street Ste. B CA 95901 $� Tel: (530) 743-6526 ENGINEERING GI TEER ING Fax: (530) 741-3339 a Landmark Associates, Inc. COmpany August 2, 200 �'I ICS I '►�1)�o(�-O' Building Division Butte County Department of Development Services 140 7 County Center Drive Oroville, CA 95965 , Re: Figueroa Residence located at 10 Villa dela Cruz in Cohassett Addendum No. 4 — Duplicate plan set copies To Whom It May Concern: This notice shall be attached to the approved set of plans for the referenced project. The County of Butte, Building Division may provide Mr. Victor Figueroa (the homeowner) or his agent, a copy of the final approved set of plans to replace a misplaced set of approved job site plans. Feel free to call ifou have any questions or comments. Sincerely, Erik B. Jens, Landmark Engineering F FILL, S6- if-1- •. L 0 CN, ENGmED N `� 610,C Street, Suite 1 r �j.j r v Marysville, CA 959011 a Landmazk Aesociatas, Inc. Company Tel: (530) 743-6526 Fax: (530) 741-3339 t March 15, 2002 ' t BuiWVIA lding Division Butte County Department of Development Services 7 County Center Drive Oroville, CA 95965 RE: Figueroa Custom Home located at 10 Villa de la Cruz in Cohassett Addendum No. 3 — Two-Pour Footing System - To Whom It May Concern: ' This addendum is to be attached to the approved plan set for the referenced project. The footings and slab may be constructed by using a two-pour system similar to the attached detail. This will replace the details shown on the approved plans. • A cold joint will be required: The surface shall be clean prior to second pour. • Install # 4 dowels approximately 5'- 0" o:c. from footing to slab. • All other requirements as shown on the approved plans should be followed. If you have any questions please contact us. Sincerely, Q�oFESS/ONk ' F. Josh Silva, PE �.`'��O�C��os S��`�eFyc/ Project Engineer Z3 R, y 2 u� C55267 Ev6930-M FJS/Ifp is sr CIVIL Cc: Victor Figueroa OF CA1�F�� ' jiUTT` Coo J ' WINN ®EPI a .. t •�O 00-271 MAR. 2 6,2V BUTTE COUNTY pLANNING DIVISION DEPAMMegw - - 144PROW LA: r �M, M A FK ENGNEE G 610 C Street; Suite J�� � Marysville, CA 959011 a Landmark Associates, Inc. Company Tel: (530) 743-6526 Fax: (530) 741-3339 February 15, 2002 Building Division s Butte County Department of Development Services 7 County Center Drive Oroville, CA 95965 RE: Figueroa Custom Home located at 10 Villa de la Cruz in Cohassett b Addendum No. 2 — Footings &,Inspecti'on To Whom It May Concern - This addendum is to be attached to the approved plan set for the referenced project. Findings During the excavation of the footings, massive rock at various locations was found. The small and floating rocks were removed. Efforts where also made to remove portions of the massive rock, however, it proved to be very difficult. Recommendations This office recommends the following: • Since the existing rock is solid and close to the surface; the footings will be poured over the rock. • Use #4 dowels at 24" o.c. maximum, embedded 6" into rock with Simpson Epoxy. The epoxy application is to be completed per manufacturer requirements. • The roughened rock surface is to be clean and free of debree prior to accepting concrete. • At locations where typical anchor bolts cannot be installeddue to solid rock near surface, use equal. diameter threaded rods embedded 6"into rock with Simpson Epoxy. Spacing of threaded rod anchors is to be per Shear Wall Schedule. Inspection On February 14; 2002, -this office witnessed and'inspected the installation of the #4 dowels with Simpson Epoxy. The installation was completed according to the above recommendations. If you have any questions please contact us. Sincerely, • OQ�pFESS/0 Q� IpSE F. Jose Silva, PE UJ C55267 Dip. 94-02004 Project Engineer SYTTE C01 FJS/lfp sl FOFIVVIL CAI.�F��`� Cc: Victor Figueroa .- t 00-271 ' 1 4 INTER-DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: 4 — 1— 623 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME:; oG SEPTIC: x WELL: AP#: g0 -- 00 ADDRESS/LOCATION: 14 6-112, Comments: GL/memos/releaseho ld l INTER -DEPARTMENTAL MEMORANDUM PUBLIC WORKS DEPARTMENT TO: VERNELL BELLUS, BUILDING DEPARTMENT (CHICO) A �r 5 `e�lC W�� FROM: STUART EDELL, MANAGER, LAND DEVELOPMENT DIVISION PUBLIC WORKS SUBJECT: CONDITIONS FOR OFF-SEASON CONSTRUCTION, BLDG PERMIT # 00-2534, (FIGU,EROA AP 056-180-017) DATE: JANUARY 29, 2002 a The Parcel Map creating this lot contained a'condition restricting construction to the. . period between April 15 and November 15. Construction outside this period is permitted if the Owner signs the following agreement regarding erosion control measures: hereby agree that all work: carried out between November 15 and April 15 under G building permit No. 00-2534 on Assessor's .Parcel No:: 056-180=017 is subject to the , following conditions: .1) Silt control fences, shall .be installed along contour lines, downstream of areas generally disturbed by construction. 2) Isolated disturbed areas such as utility service; water and leach trenches shall be protected by straw mulch anchored by fabric mesh. 3) All disturbed areas not protected from erosion shall be planted or seeded. Signed this day of f C 2002. - • j ' •fir � _ � • �� z�",'4trt� t ' �: "�. : ,���-,.E R O AI O N �+�A NSD:: S}E'D; IylT) C���R„„O L`���. 1•�,� 3 1i FIELD MANUAL,=.. . 1. • THIRD EDITION y jun-1999 J ,• r 4-S 4 f �IJC • _� r r �• 1 e ,` •1 C A L" I f,'F O R N If A `} a REGIONAL WATER QUALITY_ CONTROL BOARD. SAN FRA'NCI•S'CO BAY R-EGION r • CertainTeedm. Builders Statement 41 +'} W" ,F` ,.L it InsulSafe 4 Fiber Glass Blowint Insulation i Homeowner Name / Jobsite me /-O f. i O ✓ c, C.,Z- L�Co &-ss `e - Home Address Installer/Contractor (sign) Company Name Date Builder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: abs.) Should not be less than:l an:) 60 36.5 27' 0.986 22 49 29.6 34 0.800 181h 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10'/2 t. 22 13.1 77 0.353 9 > '' 19 11.1 90 0.301 73/2 13 7.7 129 0.209 51/2 11 6.6 151 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number, of bags per 1,000 sq. f: of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must'be at or above the -specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY. PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company 02002 CertainTeed Corporation 1/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓ BAGS USED BATTS/ROLLS (✓) CEILINGS 36 I2 WALLS )3 3 r FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number, of bags per 1,000 sq. f: of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must'be at or above the -specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY. PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company 02002 CertainTeed Corporation 1/02 fianufacturer Insulation Fact Sheet CertainTeedM This is CertainTeed Corporation InsulSafe 4 Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: R -VALUE L BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 60 % 36.5 27 0.986 22 49 29.6 34 0.800 1872 44 26.4 f 38 0.712 163/4 38 •22.8 44 0.615 143/4 30 -'- 18.0 56 0.485 12 26 15.5 65 0.418 10'/2 22 13.1 77 0.353 9 19 �g' 11.1 90 0.301 PA 13 7.7 129 0.209 5'h _ 11 6.6 1 151 0.179 4 3/4 ' R -values are determined in accordance with ASTM C 687 and 518. Complies with ASTM.0 764 as Type 1 insulation. THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION Whenrinstalled with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (Ibs.) Should not be less than: (in.) 29 35.8 28 0.967'~' 71/4 22 .. 27.2 37 0.733 572 16 19.8 51 0.533 4 15 17.9 56 0.483 31/e 14 17.3 58 0.467 3'h READ THIS BEFORE YOU BUY What you should know about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flw' The higher the R - Value, the greater the insulating power. Compar6 insulation R -Values before,yo buy. There are other factors to consider. The amount of insulation you need depends mainly ton the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. % To get the marked R -Value, it is essential that this insulation be installed properly. • >9 "\ 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: YESX NO ❑ 2. I HAVO, HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: J PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE:, NOTE. This Owner -Builder Verification is required.by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER /e OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I+Micel /�, Vi ira, C.B.O. ,uilding Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code - OVER August 27; 2001 Victor Figueroa 2754 White Ave. Chico, CA 95973 C� . Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 - (530) 538-2140 FAX Assessor Parcel Number: 056-180-017 Building Permit Number: 00-2534 Your complete and clear response will expedite the re -check and approval of this project. Provide additional information and/or make revisions.to plans, specifications and calculations as follows: 1. The new energy calculations submitted today still take credit for Zonal Control. This method will not work, as you 'are limited to a maximum noncloseable opening of 40 square feet between zones. (This includes areas on both floors.) Also, you have 2 water heaters in your house. Your energy calculations MUST model 2 water heaters, and the correct forms must be submitted for the 2 water heaters. Your house has 2 HVAC units. The duct R -Value cannot be R-0 for one of the systems unless it has NO ducts, and the building cannot incorporate non-standard duct location credit. Please submit CORRECT energy calculations that model exactly what you will be installing so that this permit maybe issued. We are not using the energy calculations for 860 square feet, as this area is not being used at this time. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 1 of.l X/� 3. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 4. Complete and return the enclosed Owner -Builder Verification form. 5. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish.to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between"the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner May 23, 2001 Victor Figueroa 2754 White Ave. Chico, CA 95973 • Department of Development Services P P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-180-017 Building Permit Number: 00-2534 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: I. I still do not find your typical header sizes, upstairs and down, on the plans. Please provide this information. 2. Your energy calculations take credit for Zonal Control. This method doesn't comply, as you are limited to a maximum noncloseable opening of 40 square feet between zones. (This includes areas on both floors.) Also, you have 2 water heaters in your house. Your energy calculations must model 2 water heaters, and the correct forms must be submitted for the 2 water heaters. Please provide new energy calculations per the above items. 3. Our inspector will want to see the listings for the SEER ratings of your AC units. 4. I have plans and calculations for the fire sprinklers, but the permit has not been applied for: Please have your sprinkler contractor apply for this permit. Our Plan Check Engineer is still communicating with your engineer on structural items. 6. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents are incomplete, inconsistent, or not adequate to depict code compliance. PART - H The items identified below must'be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. Pay Balance of Building Permit fees in the amount of $1713.35. The fees have been changed because the sunroom was eliminated and the gameroom has become unfinished space. 1 of 2 2. Pay impact fees:. 2.1. Complete and return the Butte County School Impact fee certification forma 2.2. Sheriff fees = $360.00. . 2.3. Water tender fees in the amount of $200.00 P ' 3. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 4. Complete and return the enclosed Owner -Builder Verification form. 5. Submit a Recorded copy.of your Agricultural Acknowledgement Statement. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 2 of 2 July 5, 2001 Victor Figueroa 2754 White Ave. Chico, CA 95973 tl .. -`*Department of DevelopAun' t Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-180-017 Building Permit Number: 00-2534 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Per my last letter, I still do not find your typical header sizes, upstairs and down, on the plans. Please provide this information, or let me know where to find it. I 2. Per my last letter, your energy calculations take credit for Zonal Control. This method doesn't comply, as you are limited to a maximum noncloseable opening of 40 square feet between zones. (This includes areas on both floors.) Also, you have 2 water heaters in your house. Your energy calculations. must model 2 water heaters, and the correct forms must be submitted for the 2 water heaters. Please provide new energy calculations per the above items. (2 copies) Per my last, letter, I have plans and calculations for the fire sprinklers, but the permit has not been applied for. Please have your sprinkler contractor apply for this permit. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time•of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance •of Building Permit fees in the amount of $1713.35. The fees have been changed because the sunroom was eliminated and the gameroom has become unfinished space. 2. Pay impact fees: ,2. 1. Complete and return the Butte County School Impact fee certification form. 2.2. Sheriff fees = $360.00. 2.3. Water tender fees in the amount of $200.00 P 1 of 2 .� 'rs06-00 02:02P Sepe�aber6. 2000 Victor Figueroa 2754 White Avenue Chico, CA 95973 Department of Development Services Building Division 7 Catint7; Ceara Drive Oroville. CA 95965 (530) 538-7541 (530) 538-2140 FAX 0 P.OT Post -it° F 7671 Date i Z ,j paoges� Z From � J._ ' Co. ` , Co. D 09—� Phone # Phone # .. Fax # -^ r/ j _. r� ^ 3 _� Fax #-73-3 Re: Building Permit Number. 00-2534 Assessor's Parcel Number: 056-180-017 Dear Mr. Figueroa: N This office has performed the structural review of the above referenced building pians. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: rProvide adequate shear transfer from the roof diaphragm to the shear wails. Provide supporting calculations and shear transfer details for the eaves, gable ends and interior shear walls. Specify dip type and spacing on the gable wail and truss connection detail on sheet 7. Key all details to the pians. S& -E- acs - uouQEV ,¢Ez/isAojs _. Provide verification from the truss manufacturer that all trusses intended to carry 0-0., ag forces have been designed accordingly. o ide signed -and -stamped -letter from the engineer stating that f has reviewede-truss-details-andathatythev-are aborooriate for his do--qkn ,-- Provide ST6236 strep tles connecting the girder to the top plates along wall I!±ie 4 as specified in the structural calculations. GtSCV SrxppS 1,vSf&W* ^V The plans specify plywood roof diaphragm field nailing to be 10" on center, but the ,,,,,structural calculations indicate that 17 spacing is adequate. Please clarify. etAXS 12E Provide details of clearstory walls around the open -to -below portion of the house 4&AO ZFW4ryv4 and provide calculations) addressing the stability of any over height studs. 2x6 DF4r � '- Qr. o e_ Provide double floor joists along wall line 11 as specified in 'the structural calculations. Dam �Jo1srs Wor .igen -E ate, g,�,,�y„r_ �, rovide detail of balcony attachment to the house. Provide adequate footings to support the_K3 truss_reactions_ A.oY3 W pecrtynr�ans of attachment of all trusses to be connected to girder trusses_ . p� r�wss ccs'_ ey a rami 1 s on sheet 5 to the p ars. s�,oCy„�j� _ /VoT o N Plan check will continue upon receipt of the above items and those items listed in the N letter sent to you from Linda Simpson on October 27, 2000. Additional items may be T required when plan check is resumed. If you wish to discuss any requirements, you CALCIS, el LVA fP,' �, c Z TN U,bv l T M,eT_ S v Z - ZZ _47/ n l 11:45 Department of Development Services Building Division .7 County Center Drive Oroville, CA 95965 , (530) 538-7541 (530) 538-2140 FAX ,1z410f a Victor Figueroa 2754 White Avenue Chico, CA 95973 Re: Building Permit Number: 00-2534 Assessor's Parcel Number: 056-180-017 'Dear Mr. Figueroa: This office has performed the structural review of the above referenced building plans. Please provide "additional information and/or make revisions to plans, specifications and . calculations as follows:. ' Provide adequate shear transfer from the roof diaphragm to the shear walls. Provide supporting calculations and shear transfer details for the eaves, gable ends and interior shear walls. Specify clip type and spacing on the gable wall and truss connection detail on sheet 7. Key all details to the plans. 2. Provide verification from the truss manufacturer that all trusses intended to carry 3. drag forces have been designed accordingly. Provide signed and stamped letter from the engineer stating that he has reviewed, the truss details and that they are appropriate for his design. Provide ST6236 strap ties connecting the girder to the top plates along wall line,4 as ` specified in the structural calculations. The plans specify plywood roof diaphragm field nailing to be 10° on center, but the structural calculations indicate that 12" spacing is adequate. Please clarify. Provide details of clearstory walls around the open -to -below portion of the house I7and provide calculations addressing the stability of any over height studs. . Provide double floor joists along wall line 11 as specified in the structural calculations. Provide detail of balcony attachment to the house: rovide adequate footings to support the K3 truss reactions. 10. pecify means of attachment of all trusses to be connected to girder trusses. y . Key the framing details on sheet 5 to the plans. G Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Linda Simpson on October'27, 2000. Additional items" may be 'required when plan check is resumed. 'if you wish to discuss any requirements, you may contact me at, .(530) 538-7541 between .the hours of 1:00 p.m. and 4:00 p.m., October 27, 2000 Victor Figueroa 2754 White Ave. Chico, CA 95973 Department Assessor Parcel Number: 056-180-017 Building Permit Number: 00-2534 • of Development Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Services This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Fire sprinklers are required in this house unless there is a pressurized community water system with hydrants at this location. The house permit will not be issued until the fire sprinkler permit is plan checked and approved also. ,dam Water tender fees are due on this lot. Per your parcel map, soil work is limited to the period between April 15 and November 15. Our Planning Division must approve any soil work done after November 15. spoke with the truss company and was told that your mechanical unit for the game Xrom,.above the garage will not fit in the attic. Please re -locate this unit.� I only have one set of energy calculations for the house and one for the game room. Please submit another set of each. Please provide another set of the engineer's calculations. .Your framing calls out 2x studs. Are these 2x6 or 2x4? Perhaps I overlooked it somewhere on the plans. 8. Please have, your engineer indicate the typical header sizes upstairs and downstairs. I might have missed this on the plans also. ,A! Your family room requires 15 square feet of natural ventilation. (operable windows) The sliding glass door between this room and the sunroom does not count. Please provide this ventilation. - I of 2 0 Plan review will continue upon receipt of the above items. Additional comments may be generated from your response abovewhere plan documents are incomplete, inconsistent, or not adequate to depict code compliance. ,,,l'1 -Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit_ application on the PERMIT APPLICATION DATA SHEET. -1. Pay Balance of Building Permit fees,in the amount,of $1945.94 2. Pay impact fees: - 2.1. Complete and return the Butte County School Impact fee certification form. 2.2. Sheriff fees = $360.00. 2.3. Water tender fees in the amount of $200.00 P 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 4. Obtain Encroachment'Permit for Driveway from Butte County Public Works Department. 5. Complete and return the enclosed Owner -Builder Verification form. 6. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday ihrough Friday. The attached checklist must accompany corrected items. Sin �el Linda Simpson Plans Examiner i i r. 2 of 2 Auo 31 01 11:21a Landmark Engineering 5307413339 p.2 - ❑! ✓' \ CERTIFICATE OF COMPLIANCE: -RESIDENTIAL Page 1 CF -1R .Project Title .. FIGUEROA RESIDENCE Date..08/31/01 11:14:04, Project Address......... Parcel 10, Via De La Crz *******-------------- /---- BUTTE COUNTY *v6.00* ******* Documentation Author... ERIK DENS Bu1 1 ing Peri� # Landmark Associates, Inc. A dd�r 3 610 C Street, Suite B Plan Check / Date Marysville, CA 95901 530-743-6526 Field Check[Date Climate Zone ........... 11 ---------- -- --------- Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc. ---------- ___________________________________________________________________ MICROPAS6 v6.00 File-FIGUEROC Wth-CTZ11S92 Program -FORM CF -1R User#-MP2173 User -Landmark Associates,'Inc. Run -Base Case GENERAL INFORMATION Conditioned Floor Area..... 3764 sf Building Type.............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 345 deg (N) Number of Dwelling Units... 1 Number of Stories ............ 2 Floor Construction Type.... Slab On Grade Glazing Percentage......... 18.1 % of floor area Average Glazing U -value.... 0.4 Btu/hr-sf-F Average Glazing SHGC....... 0.36 Average Ceiling Height..... 9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total -Assembly .Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-0 R-13 0.088 Roof Wood R-11 R-27 R-38 0.025 Wall Wood R-17.8 R-0 R-17.8 0.065 Door None R-0 R-0 R-0 0.330 FRONT DOOR UTILITY DOOR FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (.sf) Value SHGC Shading Shading Fins Window Front (N) 30.0 0.400 0.350 Standard Standard None Window Front (N) 60.0 0.400 0.350 Standard Standard None Window Front (N) 30.0 0.400 0.350'.Standard Standard None Window Front (N) 30.0 0.400 0.350 Standard Standard None Window Left (E) 6.0 0.400 0.350 Standard Standard None Window Left (E) 6.0 0.400 0.350 Standard None Window Back (S) 32:0 0.400 0.350 Standar�Mv*_1 None Window Back (S) 17.5 0.400 0.350 Standard �1 None Window Back (S) 6.0 0.400 • 0.350 StaiA, D9�G �a aim None Aug 31 01 11:21a Landmark Engineering 5307413339. p.3 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title. FIGUEROA RESIDENCE Date..08/31/01 11:14:04 ______ MICROPAS6 v6.00 File-FIGUEROC Wth-CTZ11.S92 Program -FORM CF -1R I User#-MP2173 User -Landmark Associates, Inc. Run -Base Case ----------------------------------------------------------------------------- Orientation -------------------- Window Back (S) Window Back (S)' Window Back (S) Door Back (S) Window Back (S) Window Right (W) Door Right (W) Window . Right (W) Window Left (E) Window Back �(S) Window Left (E) 'Window Back (S) Window Front (N). Window Front (N) Window Front (N) Window. Left (E) Window Back (S) Window Back (S) Window Back (S) Window Back (S) Door Right (W) Window Right (W) Window Left (E) Window - Back . (S) Window Left (E) Window Back (S) Type InteriorHorz InteriorHorz. SlabOnGrade SlabOnGrade SlabOnGrade SlabOnGrade Exposed Yes Yes No No Yes Yes THERMAL MASS ------------ Area Thickness (sf) FENESTRATION ------------ 100 Area U- 1.0 Interior Exterior (Sf) Value SHGC Shading Shading. 20.0 0.400 0.350 Standard Standard 12.0 0.400 0.350 Standard Standard 20.0 0.400 0.350 Standard Standard 40.0 0.400 0.350 Standard Standard ,18.0 0.400 0.350 Standard Standard 18.0 0.400 0.350 Standard Standard 18.0 0.550 0.700 Standard Standard 16.0 0.400 0.350 Standard Standard 8.0 0.400 0.350 Standard Standard 8.0 0.400 0.350 Standard Standard 8.0 0.400 .0.350 Standard Standard 8.0 0.400 0.350 Standard. Standard 30.0 0.400 0.350 Standard Standard 24,0 0.400 0.350 Standard Standard 30.0 0.400' 0.350 Standard Standard 15.0 0.400 0.350 Standard Standard 20.0 .0.400 0.350 Standard Standard 16.0 0.400 0.350 Standard Standard 20.0 0.400 0.350 Standard Standard 24.0 0.400 0.350 Standard Standard 40.0 0.400 0.3.50 Standard Standard 18.0 0.400 0.350 Standard Standard 8.0 0.400 0.350 Standard Standard 8.0 0.400 0.350 Standard Standard 8.0 0.400 0.350 Standard Standard 8.0 0.400 0.350 Standard Standard Exposed Yes Yes No No Yes Yes THERMAL MASS ------------ Area Thickness (sf) (in) 100 1.0 218 1.0 1018 3.5 698 3.5 661 3.5 284 3.5- Over - hang/ Fins None None None None None None None None None None None . None None None None' None None None None None None None None None None None Location/Comments ------------------------ KITCHEN CABS, AND CNTRS. FOYER ENTRY FLOOR AtAg 3i 01 11:22a Landmark,Engineering :53:07413339 p.4 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF71R Project Title...:...... FIGUEROA RESIDENCE Date..08/31/01 11:14:04; MICROPAS6 v6.00 I File-FIGUEROC �Wth-CTZllS92 Program -FORM CF-lR User#-MP2173 User -Landmark Associates, Inc•. Run -Base Case HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R_ -value Leakage Manual D • Type ---------------- -------=---- ------------ ------- --- Furnace 0.900 AFUE Attic Y R-4.2 No No Setback ACSplit 11.00 SEER :Attic R-4.2 No No Setback Furnace 0.800 AFUE Attic R-4.2 No No Setback ACSplit 13.00 SEER Attic R-4.2 No NO Setback WATER HEATING SYSTEMS ------------- NumberTank External in Energy Size Insulation. Tank.Type Heater Type, Distribution Type`. System Factor (gal) R -value ------------------------=-- ------ -------------- ----- ---------- Water Heater to meet minimum CEC Standards 2 �3 SPECIAL FEATURES AND.MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and.field inspection.' *** This building incorporates non-standard Natural.Vent Area or Vent Height. This building incorporates:a High Mass Design. REMARKS WINDOWS USED FOR THESE CALCULATIONS ARE VINYL FRAME DBL. GLAZED, USING THE TESTED VALUES FOR SUCH. •WATER HEATING IS BASED ON A STATE 510E OR EQUAL. HVAC CALCS.ARE BASED ON THE FOLLOWING: FURNACE; MIN. AFUE 80%, A/C; MIN.., SEER 13.0 NOTE: INSTALLING HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SIZING AND TONAGE UNITS. THE DOCUMENTATION AUTHOR IS NOT LICENSED HVAC CONTRACTOR.AND DOES NOT ASSUME RESPONSIBILITY FOR INCORRECT INSTALLATION.. Rug 31 01 11:22a Landmark Engineering_, -5307413339 p.5 CERTIFICATE OF COMPLIANCE•: RESIDENTIAL Page 4 CF -1R Project Title.......... FIGUEROA RESIDENCE Date..08/31/01 11.14:,04, MICROPAS6 v6.00* File-FIGUEROC Wth-CTZ11S92 Program-FORM'CF-lR I U#-MP2173 User -Landmark Associates,- Inc. Run -Base Case COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24., Parts -1 and 6 of the California Code' of Regulations,, and the 'administrative regulations to implement them. This certificate"has been signed.by"the individual ,with .overall design, responsibility. °when this certificate of compliance 'is submitted for a single building plan to be buil l't'in multiple orientations, any shading feature.that is varied, is indicated in the. Special Features F Modeling Assumptions section. DESIGNER.or OWNER DOCUMENTATION AUTHOR Name......BUZZ MAGUIRE. Name.... ERIK'JENS Company. MAGUIRES BLDG. DESIGN Company. Landmark.Associates, Inc.. Address. 3020 INDUSTRIAL DR ST. B Address. 610 C .Street; Suite B YUBA CITY, CAL 95993 Marysville, CA 95901 Phone.:. (530) 673-6838 Phone._...' 530-743-6 26 License. Signed. Signed.: l'0( (date).., (date.) ENFORCEMENT AGENCY Name.... Agency.. Phone... Signed.. (date) i ' Aug 31 01 11:22a Landmark Engineering 5307413339 p.6 COMPUTER METHOD SUMMARY Page 1 C. -2R. Project Title FIGUEROA RESIDENCE Date 08/31/01 11:14:04 Project Address........ Parcel.10, Via De La Crz ******* -----=--------------- BUTTE COUNTY *v6.00* Documentation Author... ERIK JENS ******* Building Permit # Landmark Associates, Inc. 6l0 C Street, Suite B Plan Check /.Date Marysville,,'CA 95901 530-743-6526 Field Check/ Date Climate Zone ............. 11 -------------------.-- Compliance Method....... MICROPAS6 v6.00 for 2001.Standards by Enercomp, Inc. MICROPAS,6 V6.00 File-FIGUEROC Wth-CTZ11S92 Program -FORM C -.2R. User#-MP2173 User -Landmark Associates, Inc. Run -Base Case -------------------------------------------------------------------------------- MICROPAS6 ENERGY USE SUMMARY _ Energy Use Standard Proposed Compliance _ _ (kBtu/sf-yr) Design Design Margin = - ---- Space Heating ........... 13.81 12.56 1.25 = - Space Cooling.......... 8.18 9.20 -1.02 = = Water Heating....:..... 7.57 7.5.7 0.00 = = Total 29.56 29.33 0.23 = _ ***.Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..-... 3764 sf' Building Type.. .......'.... Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 345 deg (N) Number of Dwelling Units..: 1 Number of Building Stories. 2 Weather, Data Type.:........ ReducedYear Floor Construction Type.... Slab on .Grade Number of Building Zones... 2 Conditioned Volume......,... 33874 cf Slab -On -Grade. Area.......... 2660' sf Glazing Percentage..:...... 18.1 % of floor area ' Average Glazing U -value.... 0.4 Btu/hr-sf-F Average Glazing SHGC....... 0.36 Average Ceiling Height.,.... 9.ft Hug 31 01 11:22a Landmark Engineering 5307413339 p.7 COMPUTER METHOD SUMMARY, Page 2 C -2R Project Title.......... FIGUEROA RESIDENCE Date..08/31/01 11:14:04 lMICROPAS6 v6.00 File-FIGUEROC Wth-CTZ11S92 Program -FORM C -2R I User#-MP2173 User -Landmark Associates, Inc Run -Base Case ` BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type. (ft) (sf) Credit LIVING Residence 3035 27315 0.81 Yes Setback 2.0 Standard No SLEEPING Residence 729 6559 0.19 Yes Setback 2•.0 Standard No OPAQUE SURFACES Area U- --------------- Insul Act Solar 'Form 3 Location/ Surface (sf) value, R-val Azm Tilt Gains Reference Comments LIVING 1 Wall 144 0.088 13 345 90 Yes W.13.2X4.1:6 2 Wall 180 0.088 13 345 90 Yes W.13.2X4.16 3 Wall 150 0.088 13 345 90 Yes W.13.2X4.16 4 Wall 35 0.088 13. 345 90 Yes W.13'.2X4.16 5 Wall 63 0.088 13 345 90 Yes W.13.2X4.16 6 Wall 35 0.088 13 345 90 Yes W.13.2X4.16 7 Wall 150 0.088 13 345 90 Yes W.13.2X4.16 8 Wall 21 0.088 13 345 90 Yes W.13.2X4.16 9. Wall 90 0.088 13 255 90 Yes W.13.2X4.16 10 Wall 12 0.088 13 255 90 Yes W.1 -3.2X4..16 11 Wall 36 0.088 13 255 90 Yes W.13.2X4.16 12 Wall 90 0.088 13 255, 90 Yes W.13.2X4.16 13 Wall 144 0.088 13 255 90 Yes W:13.2X4.16 14 Wall 54 0:088 13. 255 .9.0'Yes W.13.2X4.16 15 Wall 72 0.088 13 255- 90 Yes W.13.2X4.16 16 Wall 12 0.088 13 75 90 Yes W.13.2X4.16 17 Wall 36 0.088 13 75 90 Yes W.13.2X4.16 18 Wall 90 0.088 13 75 90 Yes W.13.2X4.16 19 Wall 342 0.088 13 75 90 Yes W.13:2X4.-16 20 Wall 18 0.08.8 13 75 90 Yes W.13.2X4.16 21 Wall 144 '0.088 13. 165 90 Yes W.13.2X4.16 22 Wall 180 0.088 13 165' 90 Yes W.13.2X4.16 23 Wall 9' 0.088, 13 165 90 Yes W.13.2X4.16 24 Wall 54 0.088 13 165 90 Yes W.13.2X4.16 25 Wall 99 0.088 13 165 90 Yes W.13.2X4.16 26 Wall 54 0.088 13 165, 90 Yes W.13.2X4.16 27 Wall 144 0.088 13 165 90 Yes W.13.2X4.16 28 Wall 26 0.088 13 75 90 Yes W.13.2X4:16 29 Wall 26 0.088 13 165 90 Yes W.13.2X4.16 30 Wall 26 0.088 13 .75 90 Yes W.13.2X4.16 31 Wall 26 0.088 13 165 90 Yes W.13.2X4.16 32 Roof 913` 0.025 38 n/a 0 Yes R.38.2X4.24 33 Roof 1722 0.025 38 n/a' 6 -Yes R.38.2X4.24 Rug 31 01 11:22a Landmark Engineering 5307413339 P.8 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... FIGUEROA RESIDENCE Date..08/31/01 11:14:04 MICROPAS6 v6.00 File-FIGUEROC Wth-CTZ11S92 Program-FORMC-2R User#-MP2173 User -Landmark Associates, Inc. Run -Base Case ------------------------------------------------------------------------ OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments 36 Wall 132 0.088 13 345 90 Yes W.13.2X4.16 37 Wall 150 0.088 13 345 90 Yes W.13.2X4.16 38 Wall 36 0.088 13 75 90 Yes W.13.2X4.16 43 Wall 54 0.088 13 165 90 Yes W.13.2X4.16 44 Wall 144 0.065 17.8 165 90 Yes W.19.2X6.16 46.Wall 93 0.-088 13 255 90 Yes W.13.2X4.16 47 .Wall 195 0.065 17.8 255 90 Yes W.19.2X6.16 50 Wall 26 0.08.8 13 15 90 Yes W.13.2X4.16 51 Wall 26 0.088 13 165 90 Yes W.13.2X4.16 52 Door 42 0.330 0 345 90 Yes None FRONT DOOR 53 Door 18 0.330 0 255 90 Yes None UTILITY DOOR SLEEPING 34 Wall 150 0.088 13 345 90 Yes W.13.2X4.16 35 Wall 97 0.088 13 345 90 Yes W.13.2X4.16 39 Wall 306 0.088 13 75 90 Yes W.13.2X4.16 40 Wall 9' 0.088 13 165 90 Yes W.13.2X4.16 41 Wall 54 0.088 13 165 90 Yes W.13.2X4.16 42 Wall 93 0.088 13 165 90 Yes W.13.2X4.16 45 Wall 36 0.088 13 255 90'Yes W.13'.2X4.16 48 Wall 26 0.088 13 75 90 Yes W.13.2X4.16 49 Wall 26 0.088 13 165 90 Yes W.13.2X4.16 FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- --=- --------------- -------------- LIVING 1 Window Front (N) 30.0 0.400 0.350 3.45. 90 Standard/0.76 Standard/0.68 2 Window Front (N) 60.0 0.400 0.350 345 90, Standard/0.76 Standard/0.68 3 Window Front (N) 30.0 0.400 0.350 345 90 Standard/0.76 Standard/0.68 4 Window Front (N) 30.0 0.400 0.350 345 90 Standard/0.76 Standard/0.68 5 Window Left (E) 6.0 0.400 0.350 75 90 Standard/0.76 Standard/0.68 6 Window Left (E) 6.0 0.400 0.350 75 90 Standard/0.76 Standard/0.68 7 Window Back (S) 32.0 0.400 0.350 165 90 Standard/0.76 Standard/0.68 8 Window Back (S) 17.5 0.400 0.350 165 90 Standard/0.76 Standard/0.68 9 Window Back (S) 6.0 0.400 0.350 165 90 Standard/0.76 Standard/0.68 10 Window Back (S) 20.0 0.400 0.350 165 90 Standard/0.76. Standard/0.68 11 Window Back (S) 12.0 0.400 0.350 165 90 Standard/0.76 Standard/0.68 12.Window Back (S) 20.0 0.400 0.350 165 90 Standard/0.76 Standard/0.68 13 Door Back (S) 40.0 0.400 0.350 165 90 Standard/0.76 Standard/0.68 14 Window Back (S) 18.0 0.400 0.350-165 -90 Standard/0.76 Standard/0.68 15 Window Right (W) 18.0.0.400 0.350 255 90 Standard/0.76 Standard/0.68 16 Door Right (W) 18.0 0.550 0.700 255 90 Standard/0.76 Standard/0.68 17 Window Right (W) 16.0 0.400 0.350 2S5 90 Standard/0.76 Standard/0.68 Rug 31 01 11:23a Landmark Engineering 5307413339 PLS COMPUTER METHOD SUMMARY Page 4 C-2R --------------------------------------------------------------------------- ---- -------------------------------------------------------------------------- ---- Project Title.......... FIGUEROA RESIDENCE Date..08/31/01 11: 4:04 -------------------------------------------------------------------------- ---- I MICROPAS6 v6.00 File-FIGUEROC Wth-CTZ11S92 Program -FORM C -2R I User#-MP2173 User -Landmark Associates, Inc. Run -Base Case orientation 18 Window Left (E) 19 Window Back ( S ) 20 Window Left (E) 21 Window Back (S) 23 Window Front (N) 24 Window Front (N) 28 Window Back (S) 29 Window Back (S) 30 Door Right (W) 31 Window Right (W) 34 Window Left (E) 35 Window Back (S) SLEEPING 22 Window Front (N) 25 Window Left (E) 26.Window Efficiency Back (S) 27 Window Back (S) 32 Window Left (E) 33 Window Back (S) Mass Type LIVING - 1 InteriorHorz 2 InteriorHorz 3 S1abOnGrade 4 S1abOnGrade 5 S1abOnGrade 6 S1abOnGrade System Type ---------------- LIVING Furnace ACSplit SLEEPING Furnace ACSplit FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC. Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 8.0 0.400 0.350 75 90 Standard/0.76 Standard/0.68 8.0 0.400 0.350 165 90 Standard/0.76 Standard/0.68 8.0 0.400 0.350 75 90 Standard/0.76 Standard/0.68 8.0 0.400 0.350 165 90 Standard/0.76 Standard/0.68 24.0 0.400 0.350 345 90 Standard/0.76 Standard/0.68 30.0 0.400 0.350 345 90 Standard/0.76 Standard/0.68 20.0 0.400 0.350 165 90 Standard/0.76 Standard/0.68 24.0 0.400 0.350 165 90 Standard/0.76 Standard/0.68 40.0 0.400 0.350 255 90 Standard/0.76 Standard/0.68 18.0 0.400 0.350 255 90 Standard/0.76 Standard/0.68 8.0 0.400 0.350 75 90 Standard/0.76 Standard/0.68 8:0 0.400 0.350 165 90 Standard/0..76 Standard/0;68 30.0 0.400 0.350 345 90 Standard/0.76 15.0 0.400 0.350 75 90 Standard/0.76 20.0 0.400 0.350 165 90 Standard/0.76 16.0 0.400 0.350 165 90 Standard/0.76 8.0 0.400 0.350 75 90 8tandard/0.76 8.0 0.400 0.350 165 90 Standard/0.76 THERMAL MASS ------------ Area Thick Heat Conduct- Surface (sf) (in) Cap ivity UIMC R -value ------- Standard/0168 Standard/068 Standard/01168 Standard/0168 Standard/068 Standard/068 Location/Comments) ------------------ - 100 1.0 24.0 0.67 1.70 R-0.0 KITCHEN CABS, AND CNTR 218 1.0 24.0 0.67 1.70 R-0.0 FOYER ENTRY FLOOR 1018 3.5 28.0 0.98 1.80 R-2.0 698 3.5 28.0 0.98 1..80 R-2.0 661 3.5 28.0 0.98 4.60 R-0.0 284 3.5 28.0 0.98 4.60 R-0.0 HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACCA Duct Efficiency Location R -value Leakage Manual D Eff 0.900 AFUE Attic R-4.2 No No 0.767 13.00 SEER Attic R-4.2 No No 0.669 0.800 AFUE Attic R-4.2 No No 0.757 13.00 SEER Attic R-4.2 No No 0.669 Rug 31 01 11:24a Landmark Engineering 5307413339 P. j0 , COMPUTER METHOD SUMMARY Page 5 -2R ----- -- ---- ------- Project Tit•le.......... FIGUEROA RESIDENCE Date..08/31/01 11:14:04 ------------------------------------------------------------------ MICROPAS6 v6.00 File FIGUEROC •Wth-CTZ11S92 Program -FORM C -2R I: User#-MP2173 User -Landmark Associates, Inc.. Run -Base Case -----------------------------------------'w---------------------------;-,------ WATER HEATING SYSTEMS ------------------- - Number Tank External in Energy Size Insulation Tank Type Heater.Type Distribution Type System Factor (gal) R -value ,Water Heater to meet minimum CEC Standards SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to'manufacturer and CEC specifications, and *** ** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates a High Mass Design. REMARKS WINDOWS USED.FOR THESE CALCULATIONS ARE VINYL FRAME -DBL. 'GLAZED, USING THE TESTED VALUES FOR SUCH. WATER HEATING IS BASED ON A STATE 510E OR•EQUAL. HVAC CALCS.ARE BASED ON THE FOLLOWING: FURNACE; MIN-. AFUE 800, A/C; MIN. SEER 13.0 NOTE: INSTALLING HVAC CONTRACTOR 'SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SIZING AND TONAGE UNITS. THE DOCUMENTATION AUTHOR IS NOT A LICENSED HVAC CONTRACTOR -AND DOES NOT ASSUME RESPONSIBILITY.FOR INCORRECT:INSTALLATION. 0 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELL NEOUS ONLY Owner: Building Permit Number. 3 t, -Plans Examiner: Linda Simpson A. P. Number: ttZoning requirements — (number of permitted living units). lans signed by the designer. roper description of work on the application. xisting violations on the property. ecorded notice of violation. uilding permit valuation. - PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard pecial conditio on arcel Map: Noise ❑ SRA Fire Sprinklers Water Tende� Traffic and Drainage fees ❑ Federal Aid Roue and/or Federal Aid Seconzoute setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: 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). - Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath o bedroom (Uniform Plumbing Code section 509.0). uel 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). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Pam Water closet clearances (Uniform Plumbing Code 408.5). ower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 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). fAUCTURAL DETAILS: raced 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. 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. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. oof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). header High expansive soil — special foundation design required. Retaining walls requiring design. 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. 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. SCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section'2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). CDF responsible area requirements. UILDING 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 To: L -AI RR"PAINTER EHS ��. Septi 'Well From: �HICU ENV. HEALTH ❑ '.APPROVED t ONDITIONALLY APPROVED' ❑ RESOLVE PROBLEMS PRIOR TO•APPROVAL PERMIT CLEARANCE Permit 9: �O'r (_� �— � • ' ,�,-' • Date' V Genera/Infol-mafto ;�aYrr.i r ..err. P; AP#• AA X012 Owners Name: �/�© (/ C=��r - Parcel Acreage: _ � -� 3 Owners Address: Building Site Address: erot�er ZInformadon Permit Tyne: ❑ Agriculture Building E] commercial ❑ Industrial ❑ Mobile Home. ED F] Residential* Accessory ❑ 2nd Dwelling ElMulti-Family>2 units pe(tee r parcel eptic 6telf . ❑ Other Zone District: LA Date of Zoning Ordinance: �� 3-7 General Plan: Development "Agreement: Use Permit: Variance: g No Yes check use ` ` g Parcel Is In: Land Conservation Agreement � ❑ _Minimum Acreage: Nitrate Action Plan No Yes Violation Area ® No ❑ Yes _ Specific Plan ❑ No I& Yes ❑rChico ❑ D2N R Cohasset Enterprise Zone No ❑ Yes, check use ® No ❑Yes /^� • Floodplain Zone: , /� Panel Number: '0Floodplain No ❑ Yes Watershed Protection Zone Proposed Use Comolies With: General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit C. Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown' ❑ Other • ' Road and Drainage Improvements Required: ❑ No ❑ Yes - Applicable Setbacks: ; Zoning Code Street & Highways Fire Prevention Subdivision Ma Front Side v o Side street S� C Rear '- Height Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds -& Map Agriculture Affidavit Required Designated Well Site Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ No ❑ Yes ❑ No ❑ Ye, Date of Recording: Lot: ! Block: Book: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide Creation Deed ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. General Comments: r N w2 -Te) 04pp I L 1 LANDMARK,-�'.. � ��� E �1 ` : _ ,_. , 610 C StzC Suite B _ ' b � Marysville,, CA 95901 a Landmark Associates, Inc. Company Tel: (530) 743-6526 Fax: (530) 741-3339 May18, 2001 RECEIVED MAY Z ,� Mr. Philo Hunt, P.E. Plan Check Engineer, Building Division BUILDING OUNTy Butte County Department of Development Services DIVISiOM 7 County Center Drive Oroville, CA 95965 RE:. Figueroa Custom Home Design Truss..Review Dear Philo: This office has reviewed the.truss design and it is in conformance with the structural analysis for the home. The trusses were designed by BLUSAR Manufacturing, LLC. Please attach this letter to the approved plan set. 1 ' 1 If you have any questions please contact us. Sincerely, OQ�OFESS/O,Vq` F: Josh Silva, P.E. 1 ,`c$�' �• JpSE SQ`9 FyG� Project Engineer �; ?, C65267 ` Attachment:. Truss,Layout & Drag TrussesEV' 9.30,M�} 4P CMI. �rFOF CALIF 00-271 g: �s LANDMARK. ENGINEERING a Landmark Associates, Inc. Company , REVISIONS 1/2001 Job No. 00-271 Date: 8/2000 222 B Street Marysville, CA 95901 Tel: (530) 743-6526 Fax: (530) 741-3339 ENGINEERING CALCULATIONS For Structural Calculations Custom Home Design Figueroa Residence Owner/Contractor: Figueroa Project Location: Butte County, CA tTJ 5267 xp.9/30/04 s� CII VIX, OF CALI Prepared By ©D lz�lle BUTTE Com" Q T F. Jose Silva, •P.E.' ' ILDiNG- DEPART- M&I" RCE 55267, Exp. 9/30/04 '°7z�ti. +i.�� -t��' 'f, EP -..a �-��- ..C; - /, /%�� /� .. F• { wt. � ty,13� 't.%.� ., ��Iab+L•�'ac. 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FIRE PROTECTION ( 530 ) 345-1 01 2 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 02-26-2001 File: FIG -1 JOB : FIGUERAO HOME, 1 HEAD FLOWING STATIC TUR011Psi RESIDUAL 45.0 Psi FLOW �4TOIGpm� SPRINKLER MANUF : RELIABLE MODEL : Fl/RES/CC MIN SPR FLOW 16.0 Gpm MIN SPR PRES : 16.8 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi Gpm ------------------------------------------------------------------------------- 1- 21.0 3.90 16.9 16.0 2 21.0 21.3 3 21.0 22..8 4 21.0 24.6 5 21.0 25.7 6 12.0 30.0 7 3.0 SOURCE 34.8 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY `TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED.LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION MAXIMUM VELOCITY 1 324 Sq. Ft. 324 Sq. Ft. .05 Gpm/Sq.Ft. .05 Gpm/Sq.Ft. 16.0 Gpm 0.0 Gpm 16:0 Gpm 34.8 Psi 0.0 Psi @ SOURCE 0.0 Psi @ .SOURCE LiC. No. 2� C-1fi T Id Copyright(1991) 57.2 Psi. by 34.8 Psi Hydronics Engineering .22.5 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 8.3 FIS �'HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1.- SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS:'PO BOX 3176, CHICO, CA 95927-3176 Date: 02-26-2001 File: FIG -1 JOB : FIGUERAO HOME, 1 HEAD FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER I TOTAL (Psi/Ft) ------------------------------------------------------------------------ 1 q= 16.0 K= 3.90 L= 18.0 Pt 16.9 Pt 16.9 1 Q= 16.0 F=2LR F= 15.0 C= 150 'Pe 0.0 Pv -0.5 Vel= 8.3 D= 0.884 TL= 33.0 0.1308 Pf 4.3 Pn 16.5 2 Pt 21.3 ------------------------------------------------------------------------- 2 q= 0.0 K= 0.00 L= 4.5 Pt 21.3 Pt 21.3 2 Q= 16.0 F=L F= 7.0 C=,150 Pe 0.0 Pv -0.5 Vel= 8.3 D= 0.884 TL= 11.5 0.1308 Pf 1.5 Pn 20.8 3 Pt 22.8 ------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 33.5 Pt 22.8 Pt 22.8 3 Q= 16.0 F=4RB F= 9.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.3 D= 1.109 TL= 42.5 0.0433 Pf 1.8 Pn 22.6 4 Pt 24.6 ------------------------------------------------------------------------- 4 q= 0'.0 K= 0.00 L= 10.0 Pt 24.6 Pt 24.6 4 Q= 16.0 F=2L F= 14.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.3 D= 1.109 TL= 24.0 0.0433 Pf 1.0 Pn 24.4 5 Pt 25.7 ------------------------------------------------------------------------- 5 q= 0.0 K= 0.00 L= 9.0 Pt 25.7 Pt 25.7 5 Q= 16.0 F=R F= 1.0 C= 150 Pe 3.9 Pv -0.2 Vel= 5.3 D= 1.109 TL= 10.0 0.0433 Pf 0.4 Pn 25.5 6 Pt 30.0 --------------------------------------------------------------------- 6 q= 0.0 K= 0.00 L= 9.0 Pt 30.0 Pt 30.0 6 Q= 16.0 F=4RS F= 11.0 C= 150 Pe 3.9 Pv -0.2 Vel= 5.3 D= 1.109 TL= 20.0 0.0433 Pf 0.9 Pn 29.8 ------------------------------------------------------------------------- 7 Pt 34.8 ------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0' --------------------------------------------------------------- 7 Q= 16.0 <<< SOURCE >>> Pt 34.8 ---------- E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 90 + 80 + 70 + 60 X Static X X X 50 + X X X Resid 40 + * Spr Sys 30 + 20 + 10 .+ * Elev Loss 0++--+---+----+------+-------+--------+----------------------------------- 0 ----+----------+----- -----+0 200 300 400 500 600 700 800 900 1000 1.85 FLOW-(GPM). JOB : FIGUERAO HOME, 1 HEAD FLOWING X - Water Supply Curve * - Water Demand Curve HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 02-26-2001 File: FIG -2 JOB FIGUERAO HOME, 2 HEADS FLOWING ' STATIC 60.0 Psi RESIDUAL 45:0 Psi FLOW 40 Gpm SPRINKLER MANUF RELIABLE_ MODEL F1/RES/CC MIN SPR FLOW 13.0 Gpm MIN• S.PR PRES : 11 •1 'Ps -i NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi ..Gpm ------------------------------------------------------------------------- 1 21.0 3.90 11.1 13.0 2 21.0 3.90 14.0 14.6 3 21.0 18.2 4 21.0 23.2 5 21..0 _26.1 6 12.0 31.2 7 3 •. 0 SOURCE 3 7 SPRINKLERS FLOWING AREA PERPRINICLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE.FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION MAXIMUM VELOCITY 2 ,3 2., Sg, Ft._ 648 Sq. Ft.' .04 Gpm/ S_q,'.t . .04 Gpm/Sq.Ft. 27.6 G.pm 0.0 Gpm 27.6 gpM 37.5 Psi 0.0 Psi @ SOURCE 0.0 Psi @ SOURCE Copyright(1991) '52.5 Psi by 37.5 Psi Hydronics Engineering 15.0 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 14.4 F/S HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 02-26-2001 File: FIG -2 JOB : FIGUERAO HOME,2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------ 1 q= 13.0 K= 3.90 L= 18.0 Pt 11.1 Pt 11.1 1 Q= 13.0 F=2LR F= 15.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.8 D= 0.884 TL= 33.0 0.0890 Pf 2.9 Pn 10.8 2 Pt 14.0 ------------------------------------------------------------------------- 2 q= 14.6 K= 3.90 L= 4.5 Pt 14.0 Pt 14.0 2 Q= 27.6 F=L F= 7.0 C= 150 Pe 0.0 Pv -1.4 Vel= 14.4 D= 0.884 TL= 11.5 0.3589 Pf 4.1 Pn 12.6 3 Pt 18.2 -------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 33.5 Pt 18.2 Pt 18.2 3 Q= 27.6 F=4RB F= 9.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.2 D= 1.109 TL= 42.5 0.1189 Pf 5.1 Pn 17.6 4 Pt 23.2 ------------------------------------------------------------------------- 4 q= O.O'K= 0.00 L= 10.0 Pt 23.2 Pt 23.2 4 Q= 27.6 F=2L F= 14.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.2 D= 1.109 TL= 2.4.0 0.1189 Pf 2.9 Pn 22.7 ------------------------------------------------------------------------- 5 Pt 26.1 5 q= 0.0 K= 0.00 L= 9.0 Pt 26.1 Pt 26.1 5 Q= 27.6 F=R F= 1.0 C= 150 Pe 3.9 Pv -0.6 Vel= 9.2 D= 1.109 TL= 10.0 0.1189 Pf 1.2 Pn 25.6 6 Pt 31.2 6 q= 0.0 K= 0.00 L= 9.0 Pt 31.2 Pt 31.2 6 Q= 27.6 F=4RS F= 11.0 C= 150 Pe . 3.9 Pv -0.6 Vel= 9.2 D= 1.109 TL= 20.0 0.1189 Pf 2.4 Pn 30.7. ------------------------------------------------=------------------------ 7 Pt 37.5 ------------------------------------------------------------------ Meter = 0.0 Valve -- 0.0 ------------------------------------------------------------------------- 7 Q= 27.6 <<< SOURCE >>> Pt 37.5 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 90 + 80 +. Y 70 + 60 X Static X X X 50 + X X_ X Resid 40 + * Spr Sys 30 + 20 + 10 + * E1ev Loss 0++=-+---+----+------------------------------------------------------------ 0 --+-------+------- +----.-----+----------+----- -----+0 .200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB FIGUERAO HOME, 2 HEADS FLOWING X Water Supply Curve * - Water Demand Curve Caution Read Carefully! Installation Instructions - General 1. Use the Model CCP Cup and push on Cover Plate Assem= blv only with Model F1 FR, F1 FR QREC or 155°F F1/RES 18 Pendent Sprinkler. Figure 2 is typical. 2. Do not use any other coyer plate assemblywith Model F1FR F1FR OREC or F1/RLQ 18 Sprinkler. 3. Use only the 135°F temperature rated model CCP cover plate assembly with the Model F1/RES 18 Pendent sprin- kler. Refer to Bulletin 141 and this caution sheet for techni- cal information. 4. Use the appropriate temperature rated Model CCP cover plate assembly with either the Model F1 FR or F1 FR OREC Pendent sprinkler in accordance with Bulletin 143 or 151 and Caution Sheet CA -70. 5. Install sprinklers after ceiling is in place. 6. Never apply paint and/or other coaling to sprinkler or con- cealed sprinkler cover plate. 7. Do not install concealed sprinklers in ceilings which have positive pressure in the space above, and do not cover the cup vent holes. An open plenum space must be above the sprinkler cup. 8. Use a Model RC 1 Wrench, (Fig. 1) to install sprinklers. Face of sprinkler fitting to ceiling dimension Is shown on Fig. 3 or Fig. 4. Ceiling hole diameter is 2 %3 ". 9. Final adjustment of each cover can be made by hand turn- ing the cover plate in the clockwise direction until it 1s tight against the ceiling. 10. Never install the Model F1/RES CCP Concealed Residen- tial Sprinkler in areas where ceiling temperatures exceed 100°F. 11. When residential sprinklers are installed in plastic piping systems containing glycerine, special care Is required to achieve a proper thread seal. Contact the fitting manufac- turer for recommended sealant and installation procedure. Model F1 /RES/CCP Concealed Residential Sprinkler Description The Model F1/RES CCP Concealed Residential Sprinkler is a UL listed residential sprinkler intended to be installed in the wet pipe I sprinkler systems of one and two family dwellings and mobile homes, in residential occupancies up to four stories in heigght or in the residential portions of any occupancy per NFPA 13D, 1% or13. The Deflector of the Model F1/RES 18 is marked "Pend.", "Res. Sprk(' "F1/RES/18," 155°F and "K=3.9". The frame wrench boss is marked "Basco" and "F1 3.9". The push on cover plate assembly is labeled "Basco 135°F (57°C) Model CCP cover plate - - - - for use with Reliable Model F1 /RES 18 3.9 K orifice, 155°F sprinkler only'. Installation Apply a Teflon"' based thread sealant to the sprinkler threads only. The Model RC1 Wrench is then used to engage the sprig) ler wrenching surfaces to install the sprinkler in the fitting. A 2 % di- ameter hole cut into the ceiling allows the sprinkler to be properly covered by the push on cover plate. Push the cover plate assem- bly by hand Into the cup. Final adjustment, if required, is made by turning the cover plate clockwise until the cover plate flange is in contact with the ceiling surface. The Model F1/RES 18 Sprinkler is only to be installed with 135°F rated Model CCP Concealed Cover Plate Assemblies. Use care to avoid damaging the sprinklers before, during and after installation. Replace all sprinklers which have any sign of damage. The temperature rating of residential sprinklers is stamped on the deflector. The sprinkler orifice size is determined by the "K" Factor which is marked on the sprinkler. Reliable authorized plated and painted Model F1/RES Sprinklers are distinguished by the bronze pipe cap insert. When ceiling tem- peratures are in doubt, measure with an accurate thermometer. Refer to NFPA 13, 13D, 13R and Reliable product Bulletin 141 for further installation details and for specific approval information. "'DuPont Registered Trademark. Installation Wrench Model RC1 Sprinkler Wrench NFPA 13,13D and 13R Y Fig.1 Technical D_ata�^ Minimum Re uired S rinkler Discharge Thread Maximum _ Temperature Rating Maximum Size Pressure _ _ Sprinkler._ Cover Ceiling Temp_ 175 si 15 i F I 135"1= 100°F Inntallatinn Data Flow Model F1 /RES/CCP Concealed Residential Sprinkler Description The Model F1/RES CCP Concealed Residential Sprinkler is a UL listed residential sprinkler intended to be installed in the wet pipe I sprinkler systems of one and two family dwellings and mobile homes, in residential occupancies up to four stories in heigght or in the residential portions of any occupancy per NFPA 13D, 1% or13. The Deflector of the Model F1/RES 18 is marked "Pend.", "Res. Sprk(' "F1/RES/18," 155°F and "K=3.9". The frame wrench boss is marked "Basco" and "F1 3.9". The push on cover plate assembly is labeled "Basco 135°F (57°C) Model CCP cover plate - - - - for use with Reliable Model F1 /RES 18 3.9 K orifice, 155°F sprinkler only'. Installation Apply a Teflon"' based thread sealant to the sprinkler threads only. The Model RC1 Wrench is then used to engage the sprig) ler wrenching surfaces to install the sprinkler in the fitting. A 2 % di- ameter hole cut into the ceiling allows the sprinkler to be properly covered by the push on cover plate. Push the cover plate assem- bly by hand Into the cup. Final adjustment, if required, is made by turning the cover plate clockwise until the cover plate flange is in contact with the ceiling surface. The Model F1/RES 18 Sprinkler is only to be installed with 135°F rated Model CCP Concealed Cover Plate Assemblies. Use care to avoid damaging the sprinklers before, during and after installation. Replace all sprinklers which have any sign of damage. The temperature rating of residential sprinklers is stamped on the deflector. The sprinkler orifice size is determined by the "K" Factor which is marked on the sprinkler. Reliable authorized plated and painted Model F1/RES Sprinklers are distinguished by the bronze pipe cap insert. When ceiling tem- peratures are in doubt, measure with an accurate thermometer. Refer to NFPA 13, 13D, 13R and Reliable product Bulletin 141 for further installation details and for specific approval information. "'DuPont Registered Trademark. The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 NFPA 13,13D and 13R Nominal Maximum Minimum Re uired S rinkler Discharge Single Sprinkler _ Two Or More Sprinklers Orifice Sprinkler Distance Flow Pressure Flow Ea. Pressure Ea. Size "K" Spacinq To Wall Model (In.) Factor (Ft.) (Ft.) (gpm) (psi) (gpm) (psi) 12x12 _ 6 11 8.0 10.5 7.2 14 x '14 7 12 9.5 10.5 7.2 Ft/RES/CCP 'e 3.9 16 x 16 8 15 14.8 12 9.5 Concealed 18x 18 9 16 16.8 13 11.1 20 x 20 10 18 21.3 14 12.9 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Basic Principles of Solvent Cementing The solvent cemented connection in thermoplastic pipe and fittings is the last vital link in a plastic pipe installation, It can mean the success or failure of the system as a whole. Accordingly, it requires the same professional care and attention that are given to other components of the system. . ` There are many solvent cementing techniques published covering step by step procedures on just how to make solvent cemented joints. However, we feel that if the basic principles involved are explained, known and understood, a better understanding would be gained, as to what techniques are necessary to suit particular applications, temperature conditions, and variations in size and fits of pipe and fittings. Be aware at all times of good safety practices. Solvent cements for pipe and fittings are flammable, so there should be no smoking nor other sources of heat or flame in working or storage areas. Be sure to work only in a well ventilated. space and avoid unnecessary skin contact with all solvents. More detailed safety information is available from Harvel or IPS (Weld -On) Corporation. r,t 1�`1�t1� t1 �.. •°l. t, t ^;; •.. . ; �• y¢eS� � � j.x C lel {I4f i'ls fFY' r�. ;R5" o consostentl 5 ake ooh(�s ". y y,s"�.• .i *,w, l i,lt: ,i• 'Fy .� �, ,g ir ;�,oints, thne following shoul4d %lbe� I r1. efully' understood 4�° }fI`,r�wi��x�� ni•'j �, n?�'i,1 f:�� +.:t'S'1M'r �{idrv. •_��. �. ri T�r'(F� ty! Xr- I;,The;jornmgsurfaces`must,be softened' 55��• � ) 1 M1l�p � },}l��Y r�r, y:,�and;made semifluid til +�7,fyt ,! `•r�,r,�tilr7'�'�ka j� '�,��,,�t j� .H = {�C'r - i � . a� t �, rlt Ili •' { i v.. �'?y p'yr , K ' S�uffdent cement•must�be appl(edJtoifill4 g�p,betvveen.pipe`;band I i �3P ,spTply _, pipe and,flttings mus�1;)b�r� "„remade while the surfaces are still 1. V r fns t + tI vr� adttlF ! . { +� 2 iittir10;!• t; ,�r .n '•� �,:.�,. . ,: •!, ' `4Jolntzstrength develops as the cement` a f},drtes� ln-the tight.part,ofthe joint Ssu'rf�ces will tend to fuse togetherYfn ;' x :rthe,'loos'e art the cement will bond to� } p titj �+i": surfaces Ali'` a`�4Jr; '` ,�.•+: �rF.'"f"•< . These areas must be softened and penetrated'' r in:s an When using the ONE STEP':,"' cementing process,• penetration and softening can be achleved.bylthe cement itself (read ONE STEP' cementing procedures carefully;` refer to installation Instructions). For certain sizes, under certain conditions, it may be desirable to use the TWO STEP process which utilizes a primer to ensure adequate softening. For example,'when working in cold weather with large diameter pipe, more time and . additional applications may. de.°`` required. Cement coatings:.of = • sufficient thickness G} i More than sufficient cement`to fill the loose part of the joint must be applied. Besides filling the gap, . adequate cement layers will,;,'.; , . penetrate the surfaces and also remain wet until the joint is . assembled. Prove this yourself. Apply on the top surface of.a piece of pipe two separate layers of - cement. First flow on a heavy layer of cement, then alongside it a thin brushed out layer. Test the layers every 15 seconds or so by. a gentle tap with your finger. You will;note . that the thin layer becomes,,tack` and then dries quickly (probably! within 15 seconds) The heayy.layer- will remain wet much longerNow,. check for penetration a few -minute ' s after applying these layers! Scrap them with a knife. The thin layer, will have achieved little or no penetration. The heavy one, much more penetration. Surfaces Iriust'be ,. assembled,,%while they are wet.'a,nd�soft If the cement coatings on the pipe .and fittings are wet and fluid when assembly takes• place, they will tend to flow together end become one layer. Also;, if the 'cement Is wet the surfaces beneath them will still be soft, and these softened surfaces in the tight part of•the joint will tend to fuse, together.,=�,.• , 'Surfaces-:-` Bonded Surfacesr YirAfi •�4 cy, , Fused Surfaces As the solvent,dissipates, the cement layer, and, the softened surfaces will.harden.with a corresponding'Increase In joint %strength. A good, .Jolnt will take the r required;working'pressure long ;before the Joint is fully dry and final !,:strength Is obtained::In the tight (fused) part of the joint, strength will develop more quickly than in the looser (bonded) part of the n a t'•Join[. Informatiobout the development of.bond strength of solvent cemented Joints Is available. _ qi. �.;• A U. .s , The QUALITY•Line BELLS P 01rT ER PBA -AC & PBD -DC .Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, MO 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800) 325-3936 (416) 441-1833 UL LISTED, FM APPROVED Sizes Available: 6", 8", and 10" Voltages Available: 24VAC -I 20VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -40" to 150"F (outdoor use require weatherproof backbox) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Bell Guard: Universal bell guard bracket included on 8" & •10" bells for use with center mount guards. Optional: Model BBK-1 weatherproof backbox These vibrating type bells are clesigned lar use as fire, burglar, or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for indoor use, or on a model BBK-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL d8 ® 10 FT. MINIMUM dB ®10 FT: 6 ----- ..._.__. ...... 0 - ._.. _... ... ... 10 12VI )c ......... .. .. _.......... 12V1)C 12VDC Pt3D 126 :............_.....--...._....__._.._._.......__...._. 1130120 POD1210 1706012 1700012 1710012 .12A 05 75 .... ....... -------- .12A .12A ----------- 90 ..... ............................. ... 92 75 - ---- 75 6 8 :4VIX" 24VDC 111n246 I (31)240 1706024 1708024. .06A .06A - 07 _.._._.__ 91 75 79 — 10 - - — - ---24VDC -- - P(3D2410--- - - --1710024--- .06A 94 79 6 24VAC -- PBA246 1606024 .17A 91 75 — 8 -- -- 24VAC PBA248 1808024 .17A 94 75 10 6 0 10 24VAC ...- 120VAG 120VAG 120VAG PBA2410 ------- ------------ - 1'13A 1206 1810024 1806120 .17A 94 -- 75 .05A 92 02 PBA 1200 P 13 12010 1000120 1810120 .05A .05A 99 99 82 85 Weatherprool backbox model Iil3K- I Slk. No. 150000'1. Notes: 1. Minimum dB ratings are calculated from inlegrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL lemperalure range is -30" to 150"F. 2. Typical dB ratings are calculated from measurements made wills a conventional sound level meter and are indicative of output levels in an actual installation. , PRINTED IN USA MKT. 88850001- REV I PAGE 1 OF 2 MFG. 95400776 VSR-SF . (P -POTTER VANE TYPE WATERFLOW FOR SMALL PI PE SWITCH WITH RETARD Potter Electric Signal & Mfg. LTD Potter Electric Signal Company 1967 Leslie Street 2081 Craig Rd.,/P.O. Box 20400 Don Mills, Ontario, Canada M3B2M3 St. Louis, Mo. 63146 (416)441-1633 (314)878-4321 / (000)325-3936 STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. The Model VSA -SF is a vane type walorllow swilch for use on wet sprinkler syslerr)s ilial use 1", 1 '1/4", -or 1 1/2" pipe size. The unit may also be used as a sectional waterflow detector on largo systems. The unit contains two single pole double throw snap action switches and an adjustable pneumatic retard. The switches are actuated when a flow of 10 ga110nspper minute or more occurs downstream) of the device. I'he rlow condi- tion must exist for a period of time necessary to overcome ilio selected retard period. INSTALLATION: These devices may be mounted in a horizontal or vortical pipe. On horizontal pipo they should be installed on the top side of Il)e pipe whore they will be ac- cessible. The units should not be Installed within 6" of a valve, drain or filling which changes ilio direction of the waterflow. The unit has a 1" NPI' bushing for threading into a non corrosive "'FEE". Soo figure 2 for proper "TEE" size, type and installation. UL & ULC LISTED Service Pressure: Up to 250 PSI Mlnhnum Flow Rale for Alarm: 10 GPM Maximum Surge: 16 FPS Enclosure: Cast Aluminum, red onamal finish. Cover held In place will) tamper resistant screws. Contact Ratings: Two sets oof S2.P/D.T. (For C) 10 Amp. C� V 2 Amp. @ 0-30V. DC Condull Entrances: Two openings for 1/2" conduit. Usago: I-Istod Plastic, Copper arid Schedule 40 Iron Pipe. MIs pipe sizes - 1", 1 '/4", & 1 '/z" Note: a paddles are furnlshod will) each unit, one for each pipe size of throadod or sweat TEE, one for Cr'VC, and ono for polybulylene. Envlronmor)tal Limitations: 44 0 0149°` Caullon: 'I'hls device Is not Inlendod for appllcallons In • explosive environments. Service Use: NFPA-13 Automatic Sprinkler NEPA-130 One or Two Family Dwelling Residential Occupancy up to 4 Stories NFPA-71R Central Station NFPA-72A Local NFPA-72B Auxiliary Remote Station NEPA-72C NFPA-72 Proprietary Optional: Cover Tamper Switch , order Stk. No. 0090018 IUI for Outdoor Use: Order Slk. No. 1940036 Scrow the c.lovic;o into Ilio "TEE" filling as shown in Fig. 2. Care roust be taken to properly orient the device for the direction of waterflow. The vane must not rub the inside of the "TEE" or bind in any way. I -he stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations will, Ilio proper adapters so that ilia specified "TEE" filling may be installed on the pipe run. TESTING: Check the operation of the unit by opening the "Ir )spection Test Valve" at ilia end of ilio sprinkler line orlhe drain and lost connection, if an Inspectors Test Valve is not provided. If there are no provisions for testing the operation of the flow dolection device on Ilia system, application of the VSR-SF is riot recommended or advisable CAUTION: -I'l)ore aro 8 paddies furnished with each unit. These paddles have raised lettering that slows the pipe size and type of "TEE" that they are to be used with. The proper paddle MILtg be used. The screw that holds the paddle must be securely tightened. REV D BULLETIN 002 PAGE 1 OF I PRINTED IN USA 36 an ,OTC lu INCORPORATED CORONA, CA - (909) 737.5599 FIG. 23 HANGER FOR C.P. V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE Size Range - 3/4" thru 2" C.P.V.C. pipe. Material- Carbon Steel with galvanized finish G-90 govt spec. Function- The Fig. 23 and Fig. 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainerlo prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 1313, and 13D. Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE — SIDE MOUNT protects the C.P.V.C. pipe from any rough surface. The Fig. 23 design incorporates snap retainers allowing easier and faster installation. The Fig. 23 and Fig. 24 are easily attached to the building struc- ture using the two hex head self threading screws' furnished with the product It Is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No Impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in. wood is required. Order By- Figure number and C. P.V.C. pipe size. Patents Pending '-Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. C.P.V.C. PIPE SIZE A FIG. 23 FIG. 24 Q FIG. 23 FIG. 24 C FIG. 23 FIG. 24 MAX. HANGER FASTENER APPROX. SPACING HEX HEAD WEIGHT (FT.) SIZE PER 100 3/4 3-1/8 2-5/16 1-9/16 1-5/32 1-3/16 1-3/16 5-1/2 5/16 9 3K, 1-1/4 .% .0 7/ 2.3/2�N"1 1-3/166 6.1/2 5/16 11 r6 . ., .... '.. ,i. • ... 2 4-7/8 3-11 16 2-7/16 1-27/32 1-3/16 1-3/16 8 5/16 15 REVISED 3/94 i\ niN AMERICA Ililri�11111;.t1 ��winll � I Ir,!.Ilun_Illli� IYI'llr • i'itlnirw;lllllt I'li!;.L; 200 1'(;I latah-S1)()i:1( ("Old Ws ler (;Intlluln: li..l S. 1:)ru;illi':rlliull: M! !:;1'•1'1(1 rnn r SI'k Gt1 ICA f1rJH + 1, Nil 1110 11,11,1.,• A:I I.1 r1.11.' .. � HrI11y �. I:�1.1.. ,• (!:11.1 It.l1:' - :1. Ilinpr. Pm 1111,1. ..:: u.l H•1•In r.n„y r,LIIN. ni II 1'1.1 Alh,v 4 Oi:a: Ilnnpil lam•••! .:.'.:I1.111•f�� !i IlnlnpV IhJ. ll.k A:; 11.1 11 .9,* Allny IInIGr1 I!,nu; 1. 11.1 A 10 Cs) i1* 7.cWty I'nlll liltI') Ui!a' VIII f”, :•::I LIIpIG, QQ r5l�. n'nl.l 11.1./11 1- 1111) { I•—•-- I _tet . I�I I ... Ili. w 11-w t':.t1,,r r:'.I�I fl v: ,\Nn{• t:1;','.I� ... c':.... 1 •.� . -T.� -••_• IIII it.. .q . 555pp��I < 1II I •r:l; rt l{• I• Ill' M.,I It1• l'Iill. ���•' • Il n'ce;t111 �l.l K'I-401-W. NP -r 10 NPI c:n Lira t I rlrs Ma:'ler ' Nnmi,,.H Sim 4 11 11':1 1VI 111'�nIGIN IIn,lnlil( , ,. .....trf �•.i.. Inr, 1, 11.1 ?41 16 Iv, _._._.. 1.116 Al 1 l 1. S'•, :1' 1'u. �.') 2 III r Illl�,�.l r•. 1;1+\.i :.ply - - - 11111 0.1 r:lu•ak val+,••: n1:)y be ii,^Ldh,l in - I..p11 h,ur; v+l.tl ,,11.1 yr ulurnl hrp;p .r.ilh up - r..1�,1 ::,n'. r.a In :n.y inlrnnl�'11illln I,r,1;al,rin. . 1:1.10 1AH V, 11,11.111AHA 1 �'� PRESSURE TANKS GALt/�ANI�ED E 75 PSI il11ORK,•ING PRESSUR 141'1* PLUG FIG I I mr -1• PLUG - mi 11, 1 1 I cl> C 13 I t n''r : I" z, � 1 1 ,s _ - Ir Ti 11 _I_ � Imo- � I 1ll___ lam. -1 rIP'r - - 'D h—A—�I -1 NPT / �,— n •1' rIP'r 1 rlh.1. _... r(P•r. clrl owov022.OVW C_a12UVW C)315vw Q GOVOW NOMINAL DIMI. NSIONS INCHF--i NI'•I• N1 C) u I L. W I. l i:• 1 1 1' FI G. n 1:3 C U fl.l.v_..-._ 12 •1.G 1I2V I I11►I I 7.0 (i0 63 1.2 3:1 'I JOV J !ill11 1' 1. (I G0 G4l 17. 33 1).OVW 15110 ....--• �;I?I 1=lGuftl_ 2 I ---•-----•----- /IOVW :30 (iG 711 G 211,1 . 3I;iVW. 111 (i 11 3 36 66 794.7 30 4. �� 11IlOVSQW� (11(111 3 11).. 77. 07 73 36 QUICK, Galvanized -Panics- 75 psi Working Pressure Capacity Drawdown/Gallons Dimension Model Gallons 20-40 30-50 Dia.x Ht. Wt. Lbs. 42 fall 47_ G.5 4.3 16 x 48 72 2 Short 42 6.5 4.3 20 x 32' 74 82 82 '12.7 8.4 20 x 60 114 120 West 120 18.6 12.2 24 x 60 161 220 West 220 34.1 22.4 30 x 78 303 3 5 West 315 48.8 32.1 36 x 80 416 1: 480 VSQW7 480 74.4 49 42 x 87 640 5 C mlio 525 81.4 53.6 36 x 128 685 900 Combo 9 139:5__..__-.-oll� 90-r 42 x 159 ---1040_.._.— Note: 525 and y0 900 gallon _ Models have b onlal_ and vertical rnounling. All others ire vertical only. "---• .- � �-.: ^,r-, S-......+,J,,..,,r�.,.+�., .-�-.-.vr..r.r.-.,.. .,, �^4..w-..�...r +.+'�„----.v.�-J-- ^+�..-�vr-..�..-^-.�.� .�-�.y.r-. "-•-'�..-�v1-v'ti....-r. _.. �_� _., �. , BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. (� G o Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 51� / _ © ZONING v' OWNER V/G &y - PHONE NO. OWNER'S ADDRESS LOCATION OF BUILDING Grp G.► USE OF BUILDING R f L SIZE OF STRUCTURE �^ .LLL' X = SQ. FT. TYPE OF CONSTRUCTION: / WOOD FRAME STEEL CONCRETE / OTHER (Specify) TYPE OF SIDING �✓oo s < ROOF COVERING 'S /- .. FLOOR TYPE s ESTIMATED COST OFJCON TRUCTION $10 06 AG Buildin s shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: 5 , r /Itt"V 2 ` FRONT SIDES REAR 1hof -i AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date — 3 d - 62 Signature of Owner Permit e - $60.00 The above described AG Building is exempt from a building permit. 2 1� ` F400D PAR EL P. q! ROOFjNG ISWE Receipt No. /V� (/ ; �Man ger Building Division n bo By A6-VDate i White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — - ant GABLE, END DETAIL STRONGBACK (NAIL TD LEDGER 12' O.C.) (BRACED AT 55' O.C.) -�, , LEDGER (NAIL TO VERTICAL W/2 -10d NAILS) (K.) SPACING FOR H3 = 56.0' O.C. REFER TO SIMPSON CATALOG C-9411-1 FOR PRODUCT ATTACHMENT SPECIFICATION (ATTACH A35 IN FI DIRECTION (SI) (M) 2X4 F.L. OR H.F. K2 OR,• / BTR. SIP,OIGBACK BRACE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. BRACED AT 55' O.C. (C) Ix4 CON111BIOIIS LATERAL BRACING FOR BRACE ( SIRUNGOACK ) ML'MDER LONGER TIIAN 72'. ATTACH AT MIDPOINT Or EACH GRACE W/2 -0d CCO)BMDII NAILS. 24' MAX - / GABLE • \SI )\ (���, �U/f/f02% \ (III )I IN PEAK PLATE TO MATCH COMMON TRUSSES. NOTE: CIIORDS TO BE 2X4 FIR-LARCII 12 MIN. (SI) SPLICE PLATE 10 MATCH COMMON TRUSSES. NOTE: THIS DETAIL MAY BE USED FOR (HI) 1EEL PLATE TO MATCH COMMON TRUSSES. TRUSSES WITH PITCHED O.C. ALSO. (0) OPTION TO WEB RATING; USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) 1DENAILED THRU CHORD INTO WEB 6 THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), (SI) 6 (HI) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75MPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN PLATE MAX. WEB LENGTH IX3• 2-8-0 2X4• 8-1-0 3X4• 13-6-0 OUTLOUKER HEIGHT. PLT TYP. Wave TP1-95 R Desi n Criteria: TPI -95i O Q Q Q —WARNING •• IA USSES R[OUIRE ETIR[M" CARE IN FABRICATION. HANOLIMO, SHIPPING, IRSIALLING AND BRACING. REFER 10 HIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHEO BY IPI (TRUSS PLAT" O O IM SIIIUIF. SBS D'0NOF10 DR., SUIT" 100, MADISON, YI 6]119), FOR SAFETY PRACTICES PRIOR 10 P (pF ORM1N0' THE S[ FUNCTIONS. UNI[SS OI. ERVISE INDICATED, IOP CHORD SHALL HAVE PROP(RLY ATTACHED Q O SIRUCTUAAI PANELS, 80110" CHORD SNAIL HAVE A PROPERLY ATTACHED 11010 CIELING, ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINE( lT� /RODUCIf. IMC. SNALI NOT B[ R[S►ONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE ]0 O ALPINE BUIlO IN 111 USS(f IN CONFORMANCE YIIN 111; OR FASAICATINO, HANDLING, SHIPPING, INSIAIIAIION &&yy BRACING OF TRUSSES. THIS DESIGN CONFORMS NIIN A/►LICABL( PROVISIONS OF NOS (NATIONAL DESIGN SP(CIFICAIIGN PUBLISHED BY THE AMERICAN FORESI AND PAPER ASSOCIATION) AND IPI. ALPINE [0111((1011 ARE MAO( OF TOGA ASTM A66S G1GP OA" SI((L, (KEPI AS MOTTO. APPLY CONNECTORS 10 EACH FAC( OF IND S0 ISO , ANO UNI ESf OIH(NYI S( LOCAIEO ON TCAL IIIS D(SICN, POSITION CONM[C1011 PER O O O O OF AVIN IME OIRUSS DEPICTED HERE160 AAND SHALLNNOT(BE , RELIED UPON 1110 ANYOTHERPWAY`S OMIY 10 111[ DESIGN D OLITLOOKER CRITERIA 3.5' MAX.' T'(P. 1101[11 a 24' D.C. 1.5' MAX. 12' MIM 24, MAX 2X4 F.L. LUMBER GRADES MAX, LENGTII WITIIGUT BRACING (N) MAX. LENGTH W/ STRONGBACK BRACE (S) STANOAPO 5-11 -0 II -10-0 STUD 6-7-0 13-2-0 13 6-7-0 13-2-0 A2 7-9-0 15-&0 11 7-9-0 15-6-0 11 &,BETTER. 7-9-0 I5-6-0 SS 7-9-0 15-6-0 REF 'R992 DATE 03/19/98 DRW CD112 SEON - 25458 FROM PDC TC LL 30.0 PSF z TC DL 15.0 PSF BC DL PSF BC LL 0.0 PSF TOT-LCI 50.0 PSF DIIR.FAC. 1.15 SPACING REF 'R992 DATE 03/19/98 DRW CD112 SEON - 25458 FROM PDC 1 ' THIS DIdG.PREPARED FROM COMPUTER INPUT (LOADS & 0111ENSIONS) SUB HITTED BY TRUSS I-IFR. <r (FIG VIA DA CA CRUIZ WAY G-1 SPEC CALCULATED HORIZONTAL DEFLECTION IS 0.13" DUE TO LIVE LOAD AND 0.13"•DUE TOP CHORD 2x4 DF-L poet. :T2 Zx4 DF-L #1: TO DEAD LOAD. � BOT CHORD 2x4 DF-L $1 � _ 1 + o CHORD DF-L Standard (A)._C0NTI•NU0US LATERAL BRACING`EQUALLY SPACED ON MEMBER- SIGNED FOR GREEN LUMBER PER NDS 97 TABLE 7.3.3. N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS 70 .BRACE TC @ _ PLATES-DE - - * 24" OC, 8C 72"•OC.- 4 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.. 10 PSF'BC LIVE COAD PER UBC. • 143X8 = 416X6= `. ` r T2' " 1.75 `A . N1.5X4 III 1!1.5X4 =', f w - - _ 6 -6` 6 -0-13- 3 ' r -�� 6-4-3 412.5X4 — 143X8= 3. w L 146X6 1•l3X8(A-I).� 1-0-0 0-0 p 12 .•-1 • .. -� .. 12-0-0 _ 14-6-0 J • .. .9-6-0 r , M L- 24-0-0 Over 2 Support 1 co IR` =1065 41=3. S" R=1039 41=3.5 r.3d �rY E Design Criteria: TPI STD UBC . a1�r TCS.• 2 15161 PLT TYP. Wave TPI-95 R ti r�TC� 01/24/02 IOngfelloTvLumber WARNING-- TRUSSES REQUIRE EA7RENE CARE Itl FAORI[AT1011, HANDLING, SIIIPPTFI It15TAL S P A E 891orenAveellowLnuc, mbarco 928 BRACING. REFER TO 11111.91 (HANDLING ItISTALLING'AM ORAC53 1 PUBLISHER BY TP1 (TRUSS PLATE �.Ow IIISTIIUTE, 583 O'OROFRIO OR., SUITE 200; MADISON, NI 53119). FDP SAFETY PRACTICES PR10R TO F,9 ,cam •7 �P S PEfli0Rf11NG THESE FUNCTIONS. UIILESS OTHERWISE IIIDICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED- _ BC DL 9 •p ' CAUSRA27 0202A02fi STRUCTURAL PAHELS, BOTTOH CHORD SHALL HAVE A PROPERLY AI TACIIEDLLAT RIGID CEILINTRACTOR. j OO C'4 "1HPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTAlLAT1011 CONTRACTOR. ALPINE EtIGIDEEflEU B(, LL 0.0 PSF. CA-ENG: TSB/GWH' O pR000CT5, IIIC. SHALL- NOT OE RESPOIISIBLE FOR AIIY DEVIATION HANDPOOR IRIS OESIG(I AtIY FAIL ORE..T1) BUILD TIIE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. 10G, SHIPP[IDSING. INSTALLitIG Ali 1) O * •TDT.LD. 41"0` PSF SE - 50984 N L_— 'ALPINE OOACIHG OF TRUSSES.' 71115 DESIGN-CONFORNS WITU APPL ICAOLE pRDViS1011S OF TPI (NATIONAL OESIGIL , CSP UHIIECI'OBSIAREPUBLISHEDBy 20GATHE AMERICAN FOREST GAIVAIISTECLCR EXCEPT AS ASSOCIATION) TPI YACONNECTORS TO + *,^ Ja 2 FROM .E.D . HADE OF CIvt1 ��P DUR :FAC . 1 .25 EACH FACE OF TRUSS, AIIO UNLESS OTHERIII SE LOCATED 00 THIS DLSIGH, POSITION CONNEC fOIT PER p . DOAWIFAC 1W TRU S THE SEAL 011 T11I5'DRANING IRDICATES ACCEPTANCE OF PROFESSIOAND ENGINEERING OF THIG FQFCALtF�� SPACING 24•D° • Alpine Engineered Products, Inc. NONPOIIEH8ESPONSI1FORYAIIYI.PAR7ICULAREBUILDIUSS IIG01150TEETRESPONSIDiLiTY OF THE OUILOIIGIDESIGNERSEPER T1115 9T } SarramcutD, CA 95828 ANSIITPI I'I995 SeC1lou z. rs � o� O Gss � S,o t?S oc Top chords that are laterally braced can buckle togetherand cause collapse if there Is no diago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Over 32'-48' 1 4/126'1 10 17 Over 48'-60' 1 4/12 5' 1 6 1 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fi SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. trusses. 10' or Greater Attachment \ Attachment Required _///M o<\ess 32 / WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 17'1 17 1 12 Over 28' - 42' 3.0 6' 1 9 1 6 Over 42'- 60' 3.0 1 5' 1 5 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10° or Greater Attachment \ Required 2g•. Frame 3 12 /tB sr /K& \ V 4' nry0 �• ¢y �Q Top chords that are laterally braced can buckle y5 QQ� togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed Irl, to the underside of the top chord when purlins are attached to the topside of the top chord. i; SCISSORS TRUSS e Up to 32' 1 4/12 15' 20 15 Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir -- All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. AWARNING: Failure to follow these recommendations could result in severe personal iniury or damaqe to trusses or buildings. 9 WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. 11A greater than 30' by the peak. /610* so° ess or less Tag Approximately Approximately Tag Line '/:truss length %truss length Line Truss spans less than 30'. Liffii Spreader Bar Toe In Spreader Bar Approximately '/z to iii truss length Less than or equal to 60' the truss top chord with a closed-loop attachment utilizing materials such as slings, chains; cables, nylon strapping, Toe In etc. of sufficient strength,to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Toe In . Less inan or equal io ou Tag Line Tag Line Strongback/ SpreaderBar At or above mid -height Tag Line GROUND BRACING BUILDING EXTERIOR Typical horizontal lie member with multiple slakes (HT) Frame 2 Pruss of braced cup of trusaes (EB) CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING BUILDING EXTERIOR Typical horizontal lie member with multiple slakes (HT) Frame 2 Pruss of braced cup of trusaes (EB) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 1v0� L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2X4/2x6 PARALLEL ;' Continuous M: Top Chord mil •, ;TOP CHORD €'€" Top chords that are laterally braced can buckle TQP CH05D 'DIAGONAL BRACE;; '.MINIMUM LATERAL BRACE SPACING (DBS j SPAN.' ;DEPTH SPACING(LBs) #trusses to the underside of the top chord when purlins SP/DF, SPF/Hf: Up to 32' 30° 1 8' 16 10... Over 32'- 48' 42" 1 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 1v0� L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2X4/2x6 PARALLEL ;' Continuous HOR CDTRUSS Top Chord mil Lateral Brac Required Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the lop chord. All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duplicatedon both ends of the truss system. =45° Attachmer Required 1pTr 2p'(DBS) 1� SPF/V 2' o•o. ® `eSS di AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. I All lateral/1 I I braces lapped _��J at least two - trusses. -450 End diagonals are essential for stability and must be duplicat d on both ends of the truss system. 30° or greater Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required 312" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Frame 5 ); Up to 24' -1 3/12 1 8'1 17 1 12 84" Over 24' - 42' 3/12 1 7' 1 10 1 6 8' Over 42' - 54' 3/12 1 6' 1 6 1 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir og SPF - Spruce -Pine -Fir ryPO ey@Q �ry Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed i to the underside of the top chord when purlins I are attached to the topside of the top chord. PLUMB I I Truss I Depth D(in) 4' or /es8 " v =45° 12 -�3or e greater \ 6• o � � All lateral braces lapped at least 2 1 _ trusses. Continuous Top Chord Lateral Brace, Required' 10° or Greati r o Attachment Required �--/J AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A ill I Lesser of D/50 or 2" 1/4 Maximum plumb Misplacement Line 60" 1-1/4" 1 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' i T ±'/: _i T ±'/:' L(in) L(In) U200 50" 1/4" 4.2' 100" _VTA 8.3' 150" 3/4" 12.5' Length L(in) Lesser of U200 or 2" BOv* L(in) Lesser of U200 or 2" L(In) U200: 200" 1 " 16.7' 250" 1-174" 20.8' 300" 1-1/2" 25.0' ' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. F DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVE D! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the reWonsibilitvof the installer(builder buildino contractor licensed contractor erector or erection contractor) to properly receive. unload, store, handle, install and brace metal plate connected wood trusses to nrotect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are DANGER: A DANGER designates a conditiono iAwhere failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the based upon the collective experience of leading technical personnel in the wood publisher. Printed in the United States of America. CAUTION: The builder, building contractor, licensed contractor, erectororerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. 4 'TRUSSaS' ORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. AWARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. v A WARNING: Do not lift bundled trusses by the Jbands. Do not use damaged trusses. JA CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. DANGER: Walking on trusses which are lying flat A is extremely dangerous and should be strictly Jprohibited. Frame 1 THIS 041G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. v (FIGU1204-10.ViA DA LA CRUIZ WAY A-1 COMM > LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ r -I TOP CHORD 2x4 DF -L #1&Bet. IN 24' OC, BC @ 72".00. `11 BOT CHORD 2x4 DF -L #1&Bet. C:1 WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD." R=901 4l=3.5 R=901 1.1=3.5"/ 0 DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ]0 PSF BC LIVE LOAD PER UBC. PLATES �SPRINKLER'_LOADS PER TRUSS FABRICATOR o TC - 75 LB Conc. Load at .5,00, 11.00 Wave TPI 95 R Design.Crrteria: TPI STD UG AI10 UBC TC LL. ].6.0 PSF -5149 o PLT TYP. Longfellow Lumber ••WhRHING•` TRUSSES REDUIRE EX7REHE CARE TN FABRICATION, HANDLING. SHIPP IIIG, IIISTALLI 9RA[ItIG. REFER. TO IIID •91 (HAlIDl111G IIISTALLIIIG AND BRACING), PUULISIIED BY TPI (TRUSS PLATE Wl S3T19). r0R SAFETY PRACTICES PRIOR TO a THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT 14.0 PSF ,-R DATE 01(,24/02 w APPLIED TO P1EPIBER(S) •41HERE INDICATED. AT EACH LOCATION OF JOX, DRbI CRUSTS 02024019 oSPRINKLER.SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL PERFORMING S, BOTTOM CHORD SHALL AVEIIA PROPERLY ATTACHED RIGID CEILING. EIIGIIIEERED a 250# AS REQUIRED BY UBC -97, TABLE 16*8 CATEGORY 13. ,v STRUCTURAL •`IMPORTANT•- FUNt11511 A COPY OF THIS DESIGN TO THE IIISTALLA11011 COSTRACTOR . ALPINE FOR ANY BEVIATIOil FflOH X01$ DESIGN; ANY FAILURE TO 5 005 0,0 PSF CA -ENG TSB/GNH . + - W4X4= PROBUCTS. IOC. SI1hLL IIOT OE RESPONSIBLE BUILD. 711E TRUSSES 111 COIIFORMANCE WITH TPI; O0 FABRICATING, HANDLING. IIID, SIIIPPf OG, 1115TA11111G AIID THIS DESIGN CONFORMS MITA APPLICABLE PROVIS010 OF HOS ((IALPINAI Df91GW a. l 26 DD2 BC LL S E Q N - 50936 ► ` ALPINE DRACIHG OF TRUSSES. • SPECIFIGATIOII PUBLISHED BY TIIE AHERTCAII FOREST AND PAPER ASSOCIA710H) AND TPP. ALPINE STEEL. EXCEPT AS NOTEO. APPLT CONNECTORS TO ~• 1J1 TOT . L D . % .N ,..1 CONHE CTORS Ailf MADE OF 20GA AST11 A653 GR40GALV, EACH FACE OF T0U55, AIlD UgLE55 O7NERHlSE LOCATED 011 7111$ OE Sl40, POS IT fOtI COIIIIEG7DA$ PER DRAWING INDICATES A[CEPTAOCF OF P00FESSl011AL ENGINEERING ..5X4 DUR . FAC �Wl.5X4 FROM E • D p Alpine Engineered Products, Inc. w ��oFCAUF` SPACING 24.0" Sncranlcuh/, CA 9$&28 2: I —T 5 k;ISI/TPI 1-1995 SECTION z 5 .f B-0-0 8-0-0 I .4 16_0-O�.Ow-er 2�Suppo.r_ts R=901 4l=3.5 R=901 1.1=3.5"/ 0 Wave TPI 95 R Design.Crrteria: TPI STD UG AI10 UBC TC LL. ].6.0 PSF -5149 o PLT TYP. Longfellow Lumber ••WhRHING•` TRUSSES REDUIRE EX7REHE CARE TN FABRICATION, HANDLING. SHIPP IIIG, IIISTALLI 9RA[ItIG. REFER. TO IIID •91 (HAlIDl111G IIISTALLIIIG AND BRACING), PUULISIIED BY TPI (TRUSS PLATE Wl S3T19). r0R SAFETY PRACTICES PRIOR TO W ti • C TC DL 14.0 PSF ,-R DATE 01(,24/02 89 Loren Avenue,ChlcoCA95928 INSTITUTE. 503 D'ONOFRTD ON.. SUITE 200. IIAOISOII, III SE FUNCT 10115. UNLESS OTH EPWISE IADICATED, 70P CHORD SHALL HAV PPOPCOLY AT TACIIED III JOX, DRbI CRUSTS 02024019 PERFORMING S, BOTTOM CHORD SHALL AVEIIA PROPERLY ATTACHED RIGID CEILING. EIIGIIIEERED BC DL 7 .0 PSF ,v STRUCTURAL •`IMPORTANT•- FUNt11511 A COPY OF THIS DESIGN TO THE IIISTALLA11011 COSTRACTOR . ALPINE FOR ANY BEVIATIOil FflOH X01$ DESIGN; ANY FAILURE TO 5 005 0,0 PSF CA -ENG TSB/GNH PROBUCTS. IOC. SI1hLL IIOT OE RESPONSIBLE BUILD. 711E TRUSSES 111 COIIFORMANCE WITH TPI; O0 FABRICATING, HANDLING. IIID, SIIIPPf OG, 1115TA11111G AIID THIS DESIGN CONFORMS MITA APPLICABLE PROVIS010 OF HOS ((IALPINAI Df91GW 26 DD2 BC LL S E Q N - 50936 "' ALPINE DRACIHG OF TRUSSES. • SPECIFIGATIOII PUBLISHED BY TIIE AHERTCAII FOREST AND PAPER ASSOCIA710H) AND TPP. ALPINE STEEL. EXCEPT AS NOTEO. APPLT CONNECTORS TO ,la 1 i TOT . L D . 3 7 .0 PSF .N ,..1 CONHE CTORS Ailf MADE OF 20GA AST11 A653 GR40GALV, EACH FACE OF T0U55, AIlD UgLE55 O7NERHlSE LOCATED 011 7111$ OE Sl40, POS IT fOtI COIIIIEG7DA$ PER DRAWING INDICATES A[CEPTAOCF OF P00FESSl011AL ENGINEERING LSj. C�V14 P DUR . FAC . 1.25 FROM E • D p Alpine Engineered Products, Inc. - DRAWINGS lG0 A Z. THE SEAL UII THIS R-011sCONPOt1E11TTF0AYA5Y1PARiiCULAREBUILDINGTRUSS 0ISOTHETRESPONS10RiTY OF THE nUILDWN. THE Sul I DINf10E51G ER5EPE0 OF /HIS ��oFCAUF` SPACING 24.0" Sncranlcuh/, CA 9$&28 2: I k;ISI/TPI 1-1995 SECTION THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (FIGU1204-10 VIA DA LA CRUIZ WAY AID DRAG ) rI IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ TOP CHORD 2x4 DF -L #1&Bet. � 24" OC,'BC @ 72" OC. BOT CHORD 2x4 DF -L #1&Bet. c WEBS 2x4 DF L Standard DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NOS 97 TABLE 7.3.3. 10'PSF BC LIVE LOAD PER UBC. TRUSS TRANSFERS 106.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) SPRINKLER LOADS PER•TRUSS FABRICATOR 75 i8 Conc. Load at 5.00', 11.00 WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER TC OF RECORD. <<<DRAG TRUSS>>> 0 a THIS TRUSS DESIGNED FOR SPRINKLER LOADS, WITH DEAD WEIGHT APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF ** THE MAXIMUM HORIZONTAL .REACTION IS 1802# ** z SPRINKLER SUPPORT, LOAD HAS BEEN. INCREASED FOR AN ADDITIONAL a 250# AS REQUIRED 8Y UBC -97, TABLE 16-8 CATEGORY 13. T W4X4= cn - W1.5X4 W1.5X4 H 5 3 8 1 y p -*9-0-0 W3X8 W4X4(A2) r W4X4(A2) CD 100 l r •. B-0-0 I B-0-0 J M 16�--0— 0 0 v e r 2�. S.Up pO r-1 s ®` R=1136 W=3.5" R=1026 IJ=3.5" A� M Rh=1802/-1802 L Design Criteria: TPI STD UBC sato CA 1 F �tS,tal 3'';$°F Ft PLT TYP. Wave TPI -95 R TC LL 16.0 PSF REF R4427--fS O I.an FCIIow Lunlbei '"IIARNIIIG •" TRUSSES flEOU IRE E%TREIiE CARE 1N FABRICATION. HANDLING. SII INGBY TPI IIIG, 1NISTALLIGG AIID 6 BNST17U. REFER Oo010FR10 DflNANSUITC 200TANAOI50A11DNIflAC57719).PUFOROLI SSAFETY PHACTICFSUPRIORSS ATO' p-QL� W y�� �2 TC DL 14.0 PSF DATE 61124102 - 89 Loren Avenue, Chicu CA 95928 PERFORMING THESE FUNCTIONS. UIn ESS OTHERHISE INDICATED. TOP CHORD SIIALL,HAVE PROPERLY ATTACHED `J STRUCTURAL PANELS. BO7TOH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N .+INpORTpN7"` FURNISH A COPY OFUT DESIGtI TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BIC D L 7.0 PSF D R41 CAUSR427 02024027 PNOOUCTS. INC. SHALL NOT BE RESPONSIDLE FOR. A11Y DEVIATIOM FROM TIIIS DESIGN{; AHY FAILURE TO 0, 005 9C LL 0.0 PSF CA -ENG TSB/GWH BUILD 111E TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATItIO, RAIIDLItIG• SHIPPING, IOSTALLING ANU In BRACING OF TRUSSES. THIS DESIGN CONFORM N1T11 APPLICAULE PROVISIONS OF 1105 (NALPINAL DESIGN * TOT. L•D 37.0 PSF SEON - 37994 N ,�A L P I N E SPECIFICATION PUBLISHED BY THE AHERICAR FOREST,AHO PAPER ASSOCIATION) A110 TPI, ALPINE la 2 5 002 CONI NE CTDRS ARE RARE OF 20GA ASTM A650 GR40 GAL .'STEEL, EXCEPT AS NOTED. APPIY COt111ECI0Rs TO ,-1 EACH FACE OF TRU 55, AI10 UNLESS OTIIERNISE LOCATED ON THIS DESIGN. POSITION CONVECTORS PER d�, CIVI1- _a�P DUR .FAC . 1.25 - FROM ,•. KD O ORANI NGS I60 A 2. THE SEAL 011 THIS DH AN111G •1tID1[A7E5 ACCE PTAIILE OF PROFESSIONAL ENGII1EEfl II1G F'•' Alpinl EugineeredProducls,lna RESPONSIBILITY SOLELY FOR THE TRUSS COHPOtIEti'I OESIGII SHO1lN. THE SUITABILITY AND USE OF THIS q�ppCAL�FC SPACING 24.0° Sncr6nlenlo, CA 95826. A0510T�1'T IFO9Jg175E CTIONf.�I AR OlIIL011IG IS TIIC RESPONSIBILITY OF TUE BUILDING DESIGNER, PER s ) TN15 DWG PREPARED FROM INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. -� (F,IGU1204-10 VIA DA LAI CRUIZ WAY - B-1 COMN IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ TOP CHORD 2x4 DF -L $1 24" OC, BC @ 72" OC. o BOT CHORD 2x4 DF -L #1 � l•IEBS,2x4 DF -L Standard A DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER„UBC, PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE -7.3.3. SPRINKLER LOADS PER TRUSS FABRICATOR B-- TC - 75 tB Conc. Load at 5.00, 15,00 .a W THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT Z APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL a 250-u AS REQUIRED BY UBC -97, TABLE I6 -B CATEGORY 13. . T W04 z- ., W1.5X4 W1.5X4 >/i =• r~ w _ W 5 5 r 4-6-1 W • aL 9-.0-0 ` W3X4 - 143X4 = 14041(A-2) W4X4(A2)' = ” V13X4 = " A 0 .10-0-0co 20-0-0 Over 2 orts CelY'I, A .R-1064 W=3.5" R=1064 41=3.5' yi'.L' ll t,* r •` 6 ;, '�` c F SIf�e5,j .1"2 " Ft. `Design Criteria: TPI STD IBC C 1 PLT TYP. Wave TPI -9 R 1 O`p W y TC LL 16.0 PSF REF R427 1.5151 L00'FCIIowIbi11bcf - UARH11113— TRUSSES REQUIRE EXTREME CARE 111 FABRD B IOD, IIAIIULIIIG, SIIIPPItIG, (ICES PITO ACID 24 02 C) 6 BRACING. REFER TO NIB•91 (HANDLING INSTALLING AND BRACING), PUOLISIIED BT TPI (TRUSS PLATEW. TC DL 14.0 PSF DATE D1/ / r-1 '89 LoTcn Avenue, Chico CA 95928 IIISTITUTE, 503 D•0110FRIO OR., SUITE 200, MADISON Il 53719), FOR SAFETY PRACTICES PRIOR 7D. ` u• - PERFORMING THESE FUNCTIONS. URLE SS OTHER;IISE IODICATEO, TOP CHORD SMALL HAVE PROPERLY AT TA[11ED - BC DL - 7 •0 PSF DR41 CALISR427 02024028 STRUCTURAL FAIIELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILiNr.. . ~ - +! "PRODCRB 111110. SIALL110TABEORESPORSIIBLEIS FFOflG11ANY TO TOEtlIAT101LFROMI1THISTDESIGN: AANY'IEFAILUOEETUO D.' M $ BC LL 0.0 PSF CA -ENG TSB/GWH O \ BUILD THE TRUSSES IU CONFORMANCE WITH TPI; OR FABR ICATItIG, HAIIDI IHC, SNI PP ItIG, 1tIS7ALt ItIG AND Ir) ALP -INE OR ACING OF TRUSSES. T1115 DESIGII COLIFORMS WITH APPLICABLE OCIATIIFHS OF IIDS (tIATIONAL DE 51411 * TOT - LD . ` 37 .0 PSF SEQN . - 50941 N SPECIFICAT1011 PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIAT1011) AND TPI. ALPIIIE Ja 25 ZOO2 \ SPECIFICATECTIDION MADE HEDOF ByA ASTM X653 GRAD QALY. STEEL, EXCEPT AS NOTED. APPLY COUNECTORS TO } . ' '-I EOXIIACH FACE OF if1U55. AND UNLESS OTHERWISE LOCATED ON THIS DESIGII, POSITION CONNECTORS PER CIVI4 \P' EACH FAS IGF. ARE.: T11[ SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL, EIIGINEERIIIG OUR .FAC . 1 ..25 FROM E . D .` qrF CAL1f� SPACING 24.0" Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR TIIE BUILDING COLS TUE. DESIGII 511F11N. TIIE ONITAOILITY AID USE OF 71115 Socl'oOlcino,CA95828 COMPONENT1FOj995115ECTil0IC2lAl1 BUILDING IS TIIE NESPORSIBILITY.OF TIIE BUILUIIIG DESIGIIER, PER OF M w 4 THIS DWG.PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS RFR r" .(F.IGU1204-10 VIA DA LA CRUIZ WAY'- B2 GIRD ) — . Ir,2Comp1ete Tr_u,s_s_es Required `. C:) TOP CHORD 2x4 DF -L•#1 •'� BOT CHORD 2X6 DF -L #1. ' 0 4lE85 2x4 OF -L Standard NAILING SCHEDULE: (0.131x3.0_g_na11s) I TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROI! @ 8" 0 -c - ....... ,c. WEB S• 1 ROW @ 4" O.C. PLATES DESIGNED FOR GREEN LUMBER PER NDS 97 TABLE 7.3.3. USE EQUAL SPACING BETWEEN ROWS AND STAGGER -NAILS ADDITIONAL LOADS PER TRUSS -FABRICATOR IN.EACH ROW TO AVOID SPLITTING. ` (H) BC- - From 370 PLF 'at 0.00 to 370 PLF at, 20.00 o IN LIEU OF STRUCTURAL PANELS OR .RIGID CEILING USE PURLINS TO BRACE TC @ •� 24" OC, BC @ 72" OC. DEFLECTION MEETS,L/240 LIVE•AND LJ180 TOTAL LOAD. w r o0 (H)` RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM 10 PSF BC LIVE LOAD PER UBC: CHORD.@ 24" OC;.SIMPSON LUS26. SEE SIMPSON CATALOG C-2001. W6X4 z- W04 (R) M 414X4 (R) \\\ -. .. " 4-6 4 �- r9-0-0 ` ' W4X4 III W8X8 = W4X4 III W3X1O(Al) 1.13X10(A1) _ F to 0 1=0-0��� d ' -i 10-0-0 1_ °; -20-0-0 Over 2 Supporter ' P^ '1 R=4440 l'J=3.5" R=4440 W=3. Cn C * _ ' CA - 1 - - F Scale =.375" Ft. PLT TYP. Wave TPI, 95 R r Design Criteria:.TPI STD UBC: ss •'DARNING`• TRESSES REQUIRE. EYTAEME CAPE IN FABRICATION, IIAt1OU11G, SIIIPP IHfi, IIISTALLIIIG AND TC LL . 16.0 PSF REFR427--15152 Lon Cellow 1.lunbcr p• W, ti O R BRACING. REFER TO 1110.91 (HANOI ItIS7ALl111G AND BRACIIIGI, PUBLISHED BY TPI (TRUSS PLATE �`' �iL, TC DL 14.0 PSF TDATE 01/24/02 � R9i.oren Avenue, Chico CA 9S92R INSTITUTE. 587 D'Ot10FOI0 DR., SOITE 200, 11ADISON, Nl 57719), FOO SAFETY PRACTICES PRIOR TO Fy_ �y PERFORHING THESE FUNCTIONS- UNt ESS OTIIERRISE INO(CATEO, TOP -CH SHALL HAVE PROPERLY ATIACIIEO STRUCTURAL PANELS. BOTTOH CHORD SHALL 11 AVE APR 0PERLT ATTACHED RIGID CEILING. �1 -;IMPORTANT— iHRtII SH A COPY OF THIS BESIGH TO THE 11ISTALLATION CONTRACTOR. ALP111E ENGINEERED NO D BC DL 7 • 0 PSF DR41 CAIlSR427 02024020 PROOUC"i IBC. SIIALI NOT BE RESPONSIBLE FOR At1Y DEMI AT 1011 FRON THIS DESIGN; ANY FAILURE TO E - BC' LL O.O PSF . CA --ENG TSB/GWH GUILD TIIE TRUSSES IN COUFONHANCE WITH IPI; OR FABRICATING. HANDLING. SIIIPP IIIG, INSTALLING pi1D 1t7 • ALT -INE IVE BRACING OF TRUSSES. Y1115 DESIGN WtIFORMS B1TN APPl1CA0LE PROVISIONS OF NOS (NATIONAL DESIGN * TOT .tD. 37„0 PS.F SEON.37969 ,V SPECIFICATIOII PURIISIIEU OY TNF AMERILAII FDREST'Al1U PAPER ASSOCEAT(011) AIID'TPI. ALPINE * ? JaE 25' 2D02 C0t111 EC TORS ARE NAGE OF U., -ASTM ASTM A657 GRAD GALV. STEEL, EXCEPT AS NO7E0. APPLY COAG ECTORS TO EACII FACE OF TRUSS, AN UTILE SS 0THERHISE LOCATED 011 THIS DESIGN, POSITION COt111EC70A5 PER •(\ CIVIL �P DUR FAC. '1.25 FROM KD C) DRAWINGS 160 A-2. TIIE SE AL .011 III15 OEAH IIIG 1tIDICA7E5 ACCEPTANCE OF PROFESSIONAL ENGINEERING -J' Alpine Engacraineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COHPONENT DESIGN SHBUH- THE SUITABILITY AND USE Of THIS SPACING 24.'0” EiEngneredPoduct COMPOHE NT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 4l�OF CAL-�F� AIISIYTPI 1 1995 SECTION 2. _ • ` THIS DWG PREPARED FROM C.OMPUTER•INPUT (LOADS & DIMENSIONS) SU$FIITTED DY TRUSS MFR 4 (flGU1204-10'VIA DA LA CRUIZ NAY (SGE) C1 DTC ) , —1 - , SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. • o r CHORD 2x4 DF -L ,#1 s CO CHORD' 2x4 DF -L tt1 P IIEBS 2x4 Of L Standard :411, 1'12. t'13,. 114 2x4 DF -L1`' (A) CONTINU.O_U-S_LATE.RAL BR-AC-I-NG-EQUAL-L-Y—SPACED-ON=MEMBER-. , IN LIEU OF RIGID,CEILING,USE PURLINS TO,BRACE BC @ 24" OC PLATES DESIGNED FOW-GREEN.LUMBER PER NDS -97 TABLE 7.3,3. TRUSS TRANSFERS 124.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT (S) NNECTIONS ARE TO BE DESIGNED BY ENGINEER DEFLECTION MEETS'L/240 LIVE AND L/180 TOTAL LOAD. WHERE INDICATED. DIAPHRAGM AND CO { OF RECORD. «<DRAG�T.R.U.S.S>>> a 10 PSF BC LIVE LOAD PER UBC- ** THE MAXIMUM HORIZONTAL REACTION IS'4200# **T 'T TRUSS SUPPORTS 12" max. OUTLOOKERS,• z GABLE FACE MATERIAL; 10 PSF (STUCCO). y O T (K) 2x4 DF. -L #1 FULL BLOCK. ATTACH BLOCK TO TOP CHORD WITH - W2X4 PLATES @.24"O.C. THROUGHOUT PLUS HEEL PLATES AS SHORN. R . •� 4!5X4•= —1 5 w A 1!2X6 5 r r _- z 412X6 i z (q)=) 6-8-4 W • Y.r- Y. • z 1406 ld4 414X6 a 411 1,12 413 (K) a (K) — —19-0 0 r 413X6= 414X4= 4106= 1106 = 1!4X4 = W06 (A2) 1,106(A2) I -O -D { 16 0-0 16-0-0 `o 32-0-0 Over 2 Supports co 11=312 PLF W=10-3-8 a R=383 PLF'W=6-3-B ' M Rh= +/-254 PLF Over 1.0-3-8 Shearwall Rh +/-254 PLF Over 6-3-8 Shearwall Note: All .Plates Are 1.11.5X4 Except'As Shown. CA/ -/I/-1 F Scale =.1875" Ft. PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC r TC LL 16.0 PSF REF R427--15153 ••WARN. NG'* TRUSSES REOUIBE EXTREME CARE 111 FABR.CAT 1011, NAIIDLItLI SH1 PP 1116, ItISTALLING ANO ,,A"��� 0 w C:) Longfellow Lumber ORACi1:G. REFER TO HIB 91 '(IIAVDLIIIG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �!r 0� hr�` {` L F ATE 01'/24/02 $y LOrCII AVCOIIL',.CtllC0 CA 9$928 INSTITUTE, 503 D'OROFRIO DR., SUITE 200, HAOI SON. 171 577 l9). FOR SAFETY PRACTICES PRIOR TO rJ1Q' -Ey M PERFORMING 1HESE FUNCTIONS. UNLCSS OTIIENHISE INDICATED. TOP CHORE) SHALL WAY PROPERLY ATTACHED T.(.��LTTPrXNA ^3 q 1J �A115nn27 02024070 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAY E'A PROPERLY ATTACHED RIGID CE 1LItIG, N S DOS 1 GN"d't' •" F ylr !�, ; R,=rt N "IMPORTANT" FURVISII A COPY OF 1HIS DESIGII TO THC INSTALLATION CONTRACTOR. ALPIIIE ENGINEERED Bf L • ,� E < _ '—• w• Pfl OnUt15, IVC. SHALL IIDT-OE RESPONSIBLE FDP ANY UEVIAT ION FROM THIS OESIGH; AIIY FAILURE TO 2 ,®e/',j ;L`cR ll.,,ti F.O d,.�. Pi�`'F 3'I CA `'ENG 'TSB/GIJH - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; ON FABA ICATIIIG, IUBOl111G, SIIIPP111G, INSTAL(NATIONAL IDI AND. L p ,� 1t7 BRACING OF TRUSSES. THIS DESIGII CONFORMS HIT II APPLICABLE, PROY1510) OF .IDS (DATIOtIAI DESIGII MOT '�� r' 7 F �'+ SESUIN _ .4.3491 ' N ALPINE, SP ECIFlCA710t1 PUBLISHED BY 711E AMERICAN FOREST AND PAPER ASOCIATIOB) PHO TPI. ALPIIIE .I 5 . COIINECTOBS ARE MADE OF 2BY THETN A653 GR00 GALV. STEEL, EXCEPT AS VOTED. APPLY CO t1 HECTORS TO # '-i EACH FACE OF TRUSS: AND UIILElS OTHERWISE LOCATED ON 711(5 DESIGN. POS ITIOti CONVECTORS PER O - DRAIt1tIG5"160 A -L. TIIE SE AI 011 THIS DRAWING INDICATES ACCEPIAR E DF PBOFESSIOWAL EIIGIIIEERIIIG —/- CIVI1- _a�P' OUR. FAC. 1 .25 ' FROM ICD AlpineEngiucLrcdProducts,Inc. RESPONSIUILITY SOLELY FOR TIIE TRUSS COMPONENT DESIGN S111LITOWN. THE BUILDING DE AND R. DF THIS 9T t` SPACING 24.0 $DCf011liecr, PodIWIt COIIPOI(ENT FOR AOY PARTICULAR BUILDING IS THE RESPDIISIBILI7Y OF THE BUILDING DESIGNER. PER F�f CAL-tF� " A11S1/TPI 1-1995 SECTIO.. 2. THIS DWG PREPARED FRON COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS 1-IFR. d (F.IGU1204-10 VIA DA to CRUIZ 4JAY C-2 COMM HVAC - IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC TOP CHORD 2x4 DF-L #18Bet. 1 t- BOT CHORD 2x4 DF-L #1 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. o 'WEBS 2x4 DF-L Standard 10 PSF BC LIVE LOAD PER UBC. PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3; TRUSS SUPPORTS' #=MECH-UN-IT;pUNIT CENTERED AT 16-0=0; F SUPPORTED BY TC; UNIT WIDTH 2-4-0; SUPPORTED BY 3 TRUSSES. SPRINKLER LOADS PER TRUSS FABRICATOR i3- TC 75 LB Conc. Load at 5.00, 1.1.00, 25.00, 27.00 o a THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT APPLIED TO MEMBER(S) WHERE INDICATED. 'AT EACH LOCATION OF , o SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL 250# AS RtOUIRED BY UBC-97, TABLE 16 B CATEGORY 13. T F W5X4= w . E 143X4 1404 w z. 5 •141.5X4 7 0 1' z W1.5X4 \\\ 5. ;- w z as t19-0-0 413X4 W4X4= _ W4X4= 413X10(81) = Y •413X10(81) 414X4= » 143X6 1-0-0 D 1-0-0 �. 16-0-0 Mv:e.r_ 2�S.u:p.p.o r=ts ° �� zf, d ag`�oy9S R=1667 ll=3:5': R=1706 V1=3.5" .1875' Ft. CA - 1 F Scale = I� PLT TYP. Wave, TPI.- 95 R Design Criteria: TPI STD' UBC. "NARHING•- TflU55ES REQUIRE EXTREME CARE IN FABRICAT10,7 IIA00Li7,G. SNIPPIIIG, 111STAlLING AND - TC LL 1.6,0 PSF g --15154 Longfellow Lumber BRACING. REFEfl TO N10 91 (IIA11UL111G IUSTALI,ING'AND BRACING), PUBLISHED BY TPI (TRUSS PLATE OLp W. /y F 89 Loren Avenue, Chico CA9S928 ItlS711UTE. SB7 D'OIIOFRIO DR.. SUITE 200, MADI5011, Nl 53719), F0ft SAFETY PRACTICES PRIOR TO iy TC DL 14.0 PSF 1/24/02 PERFORMING THESE FUIICLI OIIS. URL ESS OTIIERNI SE INOICATED. TOP CHORD SHALL HAVE PROPERLY AT STRUCTURAL PANELS, NOTION CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. �) —IMPORTANT— FUR 111 SH A COPY OF THIS OESI60 T0, THE IIISTALLAT ION CONTRACTOR. ALPINE ENGINEERED BC DL - 7 .0 PSF 7 02025001PRODUCTS. INC. SIIALL 110T BE RESPORSIOLE FOR ANY DEVIATION FIT H'IHIS DESl6l1; ANY FAILURE TO 1 p) _ OO5 _ BC ��0.0 PSF VT t.1 CD CD BUILD THE TRUSSES IN COtIFORHANCE IIITII TPI; OR FABft IC ATI TIG, IIAIIDLIDG, SHIPPING, INSTALLING AND IO ALPINE BRAC114G OF TR115SES. THIS DESIGII COIIFDRIIS N1T11 APPLIC ABLE PNOV ISIOt15 Of NDS (RATIONAL 0ESIGII * TOT LD.- 37:0. PSF SEAN 50954 N SPECIFI CATIO11 PUBLISHED BY THE ANER 53AII FOREST AND PAPER ASSOCIATION) Ali Oln ANO TPP. ALPIt1E . 5 _ CONNECTORS ARE NAGE Of By ASTM A657 GH40 GALV. STEEL, EXCEPT AS NOTED. APPLY COIIIIECTDRS TO �T `EACH FACE OF TRUSS, AIID UTILESS OTHEOHI SE LOCATED 011 TII15 DESIGN, POSITION CONNECTORS PER .A CIVIC `P OUR .FAC. 1 .25 FROM [. D , CD- OHAIIINGS 160 A-2. THE SEAL OII TIIIS DR ANIIIG 111DICAIES ACCEPTANCE OF PROFESS(OIIAL-ENGIIIEERING _/' + Alpine EngineeredProducls,Inc. DRAWI BELITY SOLELY TO THE TRUSS CONPONERi DESIGII Sit DYUI, THE SUITABILITY AILD USE OF THIS q>Ze �a SI ACING 24.0" $Oer0nlelllQ, CA 9$828 COITPONENT FDR AHY PARTICULAR BUILDIlIG IS THE RESPONSIBILITY OF THE BUILDING TEST CHER' PER Ofi CALIF ANSI ITPI 1 1995 SECTI OII 2. - + - 4 (F.IGU1204-10 VIA DA LA CRUIZ WAY C73 COMN HVAC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIttENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC �," TOP CHORD 2x4 DF -L #1&Bet. o BOT CHORD 2x4 DF -L #1 DEFLECTION P1EET5 L/240 LIVE AND L/160 TOTAL LOAD. lD WEBS 2x4 DF -L .Standard_ •_ 10 PSF BC LIVE LOAD PER UBC. > PLATES DESIGNED FOR GRE EN.LUMBER PER NDS -97 TABLE 7.3.3.TRUSS SUPPORTSt240#� M� _UNIT ° UNIT CENTERED AT 16-0-0; SPRINKLER SUPPORTED BY TC; UNIT WIDTH 2-4-0. SUPPORTED BY 3 TRUSSES. LOADS PER TRUSS FABRICATOR o TC 75 LB Conc. Load at 5.00, 11.00, 25.00, 27.00 THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT W ' G APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH.LOCATION OF C.7- • ` z .SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL• , a 250# AS REQUIRED BY UBC -97, TABLE 16 B CATEGORY 13. t W5X4 • W3X4 W04 s V11 5X4 \\\ . 5 T— 5 W1 5X4 /// 7-0-1 tzt , w z H 0-5-8 s -19-0-0 TW5X6(BI) = 413X4= UX4= W4X4= 414X44J3X10(B1) • = � r 413X6 1-0-0 ' 15-8-8 I 16-0- 0 '4l. / 00072-Sup•po.r=t.S— EPil ra R=1597 , R=1696 I1=3.5" I �dYE''_ . e 1 CA 1 f Scale =.1875•" Ft. Design Criteria: TPI STD t18C PLT TYP- Wave TPI -95,R TC LL 16.0 PSF REF_ R427 15155 Longfellow Lumber 'BRACING. TRUSSES REQUIRE EXTREME CARE IN FABRILATIOtI. IIAIIDLIN I SRI Y TPI, IIISTALLIIIG AILD O f 89 Laren Avenue, CIII¢O CA 9)928 DRALIIIG. REFER TO 1118.91 (HANDLIUG INSTALLING ING "A110 BRRCIIIG), PUBLISHED BY TPI - (TRUSS PLATE Q�.O W. H i C ,LOST ITUTE. 583 D'OIIOFRI O. DR., SUITE 200, ItAD150I1, 111• 50719).FOR SAFETY PRACTICES PAIDfl TO �� �` T+� - TC OL 14.0 PSF DATE 01/24/02 PERFORMING THESE FUNC11ONS—UIILCSS OTHERWISE It1D ICATfD,.TOP ED RD SHALL NAYS PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED -RIGID CE ICIItG. N '•IMPORTANT"' FURNISH A COPT Of THIS DESIGII TO THE I ISTALLATIOfI CONTRACTOR. ALPINE ENGINEERED IJ BC DL 7 .O PSF DRIJ CAUSR427 02025002 O y PRODUCTS. INC. SHALL IIDT OE"RESPONSIBLE FOR AIIY OEVIATIOil FOOH THIS DESIGN; ANY FAILURE TO BC LL 0,0 PSF CA -ENG LVT/GWH \ • BUilO 111E TRUSSES IN COUFORNAHCE NITII 1P1; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND IO ALP I•N=E DRACIIIG OF TRUSSES, TI115 DESIGN COIIFOflMS-M1TN APPLICABLE PROP ISI DNS OF 1105 (IIATIORAL DESIGII- TOT:LD. 37.0 PSF, SEQN - 50949. N SPECIFdCATI0f1 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI.- ALPINE Jan 25 2002 \ COUNECTORS ARF WADE OF 20GA AS TH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONtI ECTORS'TD •-H EACII FACE OF TRUSS. AIIG UNLESS OT HE LOCATED 011 TO IS DESIGII, POSIT1011 COt11IECTORs PER T CIUt� \P. DUR .FAC . _ 1 . 25 FROM E . D O .. DNAUIt165 IGD A-2. 711E SEAL 0U TIIIS ORANIRG IDDICATES ACCEPipNCE OF PRO FE SS10NAl ENG111EEfl 1116 s AlpineEngineecedVroducts,Inc. RESPODSIUILITY SOLELY FOA TILE TRUSS C011POOE1IT DESIGII SNU111i, TUE SUI IAD II [TT AILD USE OF 71115 9TFpFCALIF��� SPACING 24.0" 8aUlnlnento, CA 95828 ANSI/TPIIT IF 199511 SECTION ZLAN TRUSS IS THE RCSPOtISIB IL ITY OF THE BUILDING DESIGNER, PER I ) THISDIIG PREPARED FROM COMPUTER INPUT (LOADS &~DIMENSIONS) SUBMITTED BY TRUSS -MFH. (FIGU1264-10 VI'A DA LA CRUIZ NAY -'C-4 COMN HVAC i IN LIEU OF'RIGID CEILING USE PURLINS TO BRACE BC @ 48" OC C) TOP CHORD 2x4 DF -L $1&Bet. m BOT CHORD 2x4 OF -L-#1 0 WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.. fi L 10 PSF BC LIVE LOAD PER UBC. PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 -TABLE 7.3.3. TRUSS SUPPORTS 240# MECN UNIT; UNIT CENTERED AT 18-8-0; SUPPORTED BY TC; UNIT WIDTH 2-4-0; SUPPORTED BY 3 TRUSSES. SPRINKLER LOADS PER TRUSS FABRICATOR TC 75 LB Conc. Load at 5.00, 11.00, 25.00, 27.00 a .a THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD HEIGHT APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF , o SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDLTIONAL ` 250,# AS REQUIRED BY UBC -97, TABLE 16-B CATEGORY 13. I W5X4 z W3X4 WH -4:0 rwa _ _. 5 (41.5X4 11.5X4 0� 5.t— - 7-0=1 a. 0-5-8 - w 8 0-5- c - - -1,-19-0-0 T.1J5X6(B1) _ -143X4= W3X4= 144X4= W3X4= W5X6(81) !• , W3X4 = C> - .I 15-8-8 1 15-8-8 ' M 3.1 5-0—Ov-er 2—SuPPortS�— R=1587 R=1626 m,���Ia• W A - - F Srcalse`S,_75" Ft. c PLT TYP. Ulave TPI 95 R Design Criteria TPI STD UBC (; FI�� LDDgFCllO\V Lumber "NA"IIHIS.. TRNSSES AEOUIRE EXTREME CAME Itl FABRICATION, HANDLING. SHIPPING, INSTALLING AND e TC LL 16.D� P-�Fr,°, R-, F. .111427--i5156 C) 89LtirenAvre lO%V lucoCA95928 GRACING. REFER TO IIIB 91 (IIAt1Ul111G IIISTALLItIG ACID ORACItIG): PUBLISHED OT TPI ' (TRUSS PLATE QLD VV ti TC DL 14..0 PSF D E �° 01/.24/02 It15Tl TOTE. SB3 O'OIIOFR IO DR.. SUITE 200, HAD 15011, tll 53719), FOO SAFETY PRACTICES ACTICES PR10fl TO Q'Y� PERFORM ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CIIOOO SHALL HAVE PROPERLY ATTAUIED U, '9� STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, � N +'•IMPORTANT•' FUAIIISH'A COPY OF THIS BESIGU TO THE IUSTALLAT1011 CONTRACTOR. ALPINE ENGINEERED N BC DL 7.,0 PSF DRVI CAUSR421 02025003 CD PRODUCTS, INC. SHAIL NOT DE RESPOIISIBLE FOR ANY DEVIATION FROM THIS DESIGN; A1,11 FAILURE TO BC LL 0° 0 PSF CA -ENG LUT/GWH CD BUILD TIIE TRUSSES IL IIITH TPI; OR FABRICATING, IIAIIDL111G',SIIIPPING, INSTALLING -AND t0 BRACING Of TRUSSES. THIS DES GH [OIIFORMS WITH APPLICABLE PROVIS10115 OF ADS (NATIONAL DESIGN N AL P I N E SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ARD PAPER ASSOCIATION) AND TPP. ALPINE JB 2S 2002 COOIIEC70R$ ARE RADE OF 20GA ASTH A653 GR40 DALY. STEEL, EXCEPT AS NOTED. APPLY CONVECTORS TD * •k ' TOT. LD. :37.0 PSF -EON - 50959 EACH FACE OF TRUSS, AND UNLESS OTHERM ISE LOCATED OR THIS DESIGII, POS171011 CONNECTORS PEIi. d1, CIVIL �P OUR FAC. 1.25 FROM E.D p BRA NGS ICO A2. TUE SEAL Otl TII15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AlpineEnginccrcdProducts,Inc. RESPONSIBILITY SOLELY FOR TIIE TRUSS COHPDHENT DESIGN SHOWN. TIIE SUITABILITY AIID USE OF TIIIS 9� CL�a SPACING 24.0" S�CranTL'U(o, CA 95828 COMPONEUT FUN AIIY PARTICULAR BUILDING THE RESPONSIBILITY OF THE BUILDING DESIGNER., PER �F (`,AI-�F AIISIfTPI 1.1995 SECT 1011 2. ' (F.IGU1204-10 VIA DA LA CRUIZ NAY (SGE3 D1 DTC ) THIS 01-IG PREPARED FROM C014PUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR. ` r1' SEE DWG GBLLETIN0699 FOR MORE.REOUIREMENTS. TOP CHORD 2x4 DF-L #1 BOT CHORD 2x4 DF-L #1 0 4lEDs 2x4 DF-L Standard ` 'IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE,PURLINS TO BRACE'TC @ 24"•OC, BC @ 72" OC. PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. TRUSS SUPPORTS 12•' max. OUTLOOKERS' GABLE FACE MATERIAL: 10 PSF (STUCCO)t 0 a (K) 2x4 DF-L -al FULL BLOCK. ATTACH,BLOCK TO TOP CHORD WITH w I,12X4.PLATES @ 24"O.C.•THROUGHOUT.PLUS HEEL PLATES AS SHOWN. . • i • , r , " 613X4 ' , 5 5 i z W3X4 t_ w 1J3X4 2 2-11 z (K) (K) F aU 19-0.0 143X4=���_- - -) W3X4= 613X4(Al) — W3X4(A1) = A Ioo �2-3 8---L—' oo ' L!-0 2-3-8-�. -5-3-8 5-3-8 _)00 . 10-7-0 Over Continuous Support . R=188 PLF N=6-0-0RU ' BUT 4 r " - • . • .g'�t.FY S� g 71�.., F."" _'•mak d i" t R f .�,: " . Note: All Plates Are W1'.5X4 Except As.Shown• Design Criteria: TPI STD UDC .F Scale 375" Ft`. m PLT TYP. I-lave TPI-95 R ' IV •'WARNING•' TRUSSES_REOUIRE E%TREME CAPE IN FABRICATION. HANDLING, SHIPPING, INSTALLIUG.ANB TC `LL t 16:0'zPSR. ) REhV R '27--15157 LOnbFC1low L11111ber BRACING, REFER TO HIH•91 (HAIIDLIIIG IIISTALL114G AND BRACING). PUBLISHED BY TPI (TRUSS PLATE pL�W, iy O 89 Loren Avenue,CbicoCA95928 INSTITUTE, 5B3 D•0rl0FR10 DR., SUITE 200. MADISON. Ni 53719), FOR SAFETY PRACTICES PRIOR TO �� TC DL - 14.0 '.PSF DATE 01/24/02 '� a PERFORIIIRG THESE FUIICT IDBS, UNLESS O'IHERNI SE INOI[ATED. TOP CHORD SMALL HAVE PROPERLY,ATTACHED STRUCTURAL PANELS. BOTTOH CHORD SIIALL HAVE A PROPERLY ATTACH ED RIGID'CEILFIIG. C1 ,v ••IPIPORTANT— FURNISH A COPY OF THIS DES 1611 TO 111E INSTALLATION CONTRACTOR. ALPINE FAILURE No b 05 BC DL 7 .0 'PSF DRIJ CAUSR427 02024022 O PRODUCTS, INC. SIIALL NOT DE RESPONSIBLE FOR ANY DEVIATION-FROM TIIIS DESIGN; ANY FAILURE TO 20 BC LL 0.0 .PSF' CA-ENG TSB/GIJN �• BUILD THE TRUSSES 111 CO IFORHANCE N17H TPI; OR FABRICATING, HANDL ItIG, SHIPPING, lHSTALLING AND A L P I N E BRACING OF TRUSSES, THIS OE Si GtI COLIFORMS WIT,1 APPL i[ABLE PROY1510115 OF IIDS 11IAT I011AL UFSIGII n, SPECIFICATION PURLISIIEO BY THE AVER IC FORE S7 Alt0 PAPER ASSOCIATION) AILD TPI. ALPIIIE d � CONOE CT ORS ARE MADE OF 20GA AS A653 GR40 GALV. STEEL. E%CEPT AS VOTED. APPLY CODIIECTORS TO *' TOT . LD : 37 .0 PSF SEAN - 37988 + EACH fACE OF TRUSS. AIID UIILE SS OTIIERNI SE LOCATED OH TH)S OE SI GN, POS 171011 COIIOECTORE PER ,p L•wI� �P OUR. FAC. 1-.25 FROM KD O ONANIN65 160 A.Z. TIIE SERL 011 TIIIS DRANING )LID I CATES ACCEPTAi10E OF PROFESSIONAL EfIGItIE EER NG -/• AlpineEnginecredProducts,Inc. RESPONSIBILITY SOLELY FOR TIIE TRUSS COIIPONEUT DESIGN 5110N0. THE SUITABILITY AND USE OF THIS OF SPACING 24..0. SBcrHlncnto,CA95828 [011POt1EllT fOfl AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER �FCALIf ANSI/TPI -1995 SE C71U 2. i y - s THIS DWG PREPARED FROM C01,IPUTER INPUT, LOADS & DINENSIONS) SUBMITTED BY -TRUSS MFIt. (F.IGU1204-10 VIA DA,LA CRUIZ WAY 02 'GIRD ) s FI) RD 2x4 -DF L'1 2_C_0mp1-ete Tru=sses Requi=red--�"- RD 2x6 DF -L ,2 NAILING SCHEDULE: (0.131x3.0_g_nails) EBS 2x4 DFL Standard TOP CHORD: -1 ROW @ 12"' o.c. BOT CHORD: 1 ROW @ 4" o.c. WEBS 1:ROVJ @ 4" O.C.- 'DESIGNED FOR,GREEN'LUMBER-PEII NDS -97 TABLE 7:3.3.. - USE EQUAL SPACING BETWEEN ROWS 'AND -STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ' ONAL LOADS PER TRUSS FABRICATOR From. 706 PLF at 0.00 to 706 PLF at 10.58 . IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ I 24" OC', BC @32" OC. ; DEFLECTION MEETS 'L/240 LIVE AND L/180 TOTAL LOAD. �. - '�� (H) R,�GOA1P CONNECTION NN FOR TRUSSES FRAMING TO THE BOTTOM y TRUSS TRANSFERS 170.00 PLF ALONG TOP CHORD THROUGH TRUSS _TO•SUPPORNGI CHORD @ 24" OC: SSIMP 26 -SEE SIMPSON'CATALOG C-2001. WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER + OF -RECORD. <C<DRAG TRUSS») ** THE MAXIMIUM HORIZONTAL REACTION' -IS 1799# ** 124 ra W5X4= w W4X4 , H .. 1J4X4 sr- C�1 5 f— —� 6 w 2-6-8 19-0-0 W4X4III W5•X8 V14X4III 4J3X10(AL) _ W3X10(A1) CD co_I j.'�1 . �l '—]-0`7-0 Over 2 Supports I 1T y. '�+8 R=4508 41=3.5" • 1' iib UNQ' Rh=1799/=1799 R=4508 V1=3:5" 4 �i CA 1 F 5`.375" Ft. Q' PLT TYP. Wave TPit Design Criteria: TPI STO UDC Longfellow Lurcher —— TRUSSES —RE—QUIRE EXTREME CARE 111 FABRICATION. IIAiIOLIILI SIIl HED Y TPI, IIISTALL[NG AND TC 'LL 16".0 F ' EF . 42 ) 5158 BYLDrenAvcnue,ChlcaCA9592iE.RESe3 D 011o R10 URMANSUI7E IG 200?Al1ADII50117DU1RAC57719),PNFORSSAFETY PflACTICESUPRIORATO�TE D�pH/ �tc9HED`yCy+ TC DL 14.0 PSF DA E. bl'/24/02 CHED "i PERFORMING THESE FUNCTIONS. UNLESS OTHE%ISE"INOICATEO, TOP CIIORD SIIALL HAVE,PROPf AI Y. AT All RAL PANELS. BOTTOM CHORD SHALL IIAVE A PROPERLY ATFACNED RIGfO CEII IDG. TANT"` FURDI SNA COPY OF TIIIS DESIGN 70 THE IAS7ALl ATION CONTRACTOR, ALPINE AILUREEREO B OSBC DL7 .O PSF'. DRl•J CAUSR427 02024023 OS, INC. SIIALL NOT BERESPOIISIBLF FOR ANY BEYIATION FROM TIIIS 0£SIGII; AlIN ALLINGF TO BC LL0.0 ,PSF CA -ENG TSB/GWH IIF TRU SSFS i!I COOrORNANCE UITH TPI; OR fpRICATING, HANDLING. SHIPPIIIG, INSTALLIIID ACID OF TRUSSES. THIS DESIGII CONFORMS NITU`APPLILAOLE PROVISIOtIS OF 1105 (t1ATI1NAl DESIGN .* TOT.LD. 37":0 PSF SEAN 68453 N ALPINE .SPECIf I[AT100 PUBLISHED BY THE Alit FOREST AND PAPER ASSOCI ATI OtI) AGO TPI. ALPlIIE J n 2 2DQ2 - - CONNECTORS ARE MADE OF XOGA ASTH A653 G840 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 110 r-1 I EACH FACE OF TRUSS, AND UNLESS OTNERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER .R C1VI� �P OUR. FAC. 1.25 FROM KD . O ` ORANIRGS 160 A-E. THE SEAL 01l TRIS OR All 1IIG 111011 CAT ES ACCEPTAIICE OF PROFESSIONAL ENGINEERING Alpine Engincered Products, Inc;C07p QIIENTIFORYASYLPANTIELY EULAflEB NELUINTRUSS CG IS 711EOHPOHETRESPONSIBILITY OF THE OU I LOIIIG11 DESIGNER, PTY AND USE Ep THIS �CALIFCL� SPACING 24.0° - r SDClamenlD,CA9562fl _ ANSI/TPI 1.1975 SECTIDII 2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIHENSI-0NS) SUBMITTED UY TRUSS P1fR. �y (F•IGU1204-10 VIA .DA LA CRUIZ WAY-�-.E-.1'COMN -) _ USE. PURLINS TO BRACE 8C @ 48"' OC -1 IN LIEU OF RIGID CEILING R C:) TOP CHORD 2x4 DF-L-#1&Bet. BOT CHORD 2x4 DF L $1&Bet. DEFLECTION MEETS L/240>LIVE AND L/180 TOTAL LOAD. C> WEBS 2x4 OF L Standard , 10 PSF BC LIVE LOAD PER UBC. h - FOR GREEN LUMBER .PER NDS 97 TABLE 7.3.3,.' • PLATES DESIGNED LOADS PER TRUSS FABRICATOR ". o SPRINKLER TC - 75, LB Conc. Load at 5,00, 11,00, 24.00 a R FOR SPRINKLER LOADS WITH DEAD WEIGHT THIS TRUSS DESIGNED APPLIED TO MEMBER(S) WHERE INDICATED. AT.EACH LOCATION OF ' SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL 'a 250 AS REQUIRED BY UBC -97, TABLE 16'-B CATEGORY 13. ' W5X4= ' W1.5X4 III ' 4 W1.5X4 Ill 1 ► J --I 5 W1 .5X4 6-4-9 H III 5X4 5 r Z: A. 19-0- 0 ` a - W3X4°= W3X10 V13X10 = A ' W3X8 (Al) VIUB(A1) = , .. - 1-0-0 r C) Imo 14-6-0 - 1-1 14-6-0 I �29_Os0iOver 2 [SuPP 11=1455l�5M L R=1453 V1=5.5" 1 t., �� r C F SC ilea 1. 5, Ft. o Design Criteria: TPI •STD U8C : ! TPI -"95 R A110 A TC LL 16.0 PSF R� R�+2J_"'",5159 PLT TYP. Wave Lan'fC)IoYV l,lunbe[ "WARNING'• Tfl USSES REOU ERE EXTREME CARE In FABR {CATI00, NAi1Dl Itl6. SII IPPING, It15TALLING �QVUW 6 BRACING. REFER TO DID•91 (HANDLING 1115TALL IIID A11I) Bfl AC1NG). PUBLISHED DY TPI (TRUSS PLATE UI 57719). FOR SAFETY PRACTICFS PRIOR TO TC DL 1h.0 PSF DATE roD1 /24/02 p ,--I R9 Lorerr Avenue, Chico CA 95929 )IISTIiUTE. SB3 D'OIIDFR IO Ofl., SUITE 200, MADISON, i PERFORMING (HESE FUNCTIONS. UNLESS.OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY A7TACMEO ` RIGID CEI L HG. DL 7 PSF DRI'! CAUSR42J; 02024024 CV STRUCTURAL PANELS. BOTTOM {HOBO SIIALL HAVE'.A PROPERLY ATTACHED '�1MPORTAl1T•'• FURNISH A COPY OF 71115 DE51611.TO THE IIlSTALLATI0HC011TPACTOfl. ALPINE Ei1GINEEflED FOR- ANY BEV1 AT 1011 FROM, THIS DESIGN: Ally FAILURE TO 5 D BC .0 0.0 PSF CA -ENG TSD/GIJH CD \ PRODUCTS, INC. SHALL NOT DE RE SPOII SIBLE BUILD THE TRUSSES 1H COtIFORNANCE WITH ,TPI: OR FABRICATING. DANDLING. SIIIPPIBID INSTALLING APD DF TRUSSES- TIItS BE CONFORMS WITH APPLI CADLE PROV1S10115 OF tl0s (NATIONAL De516n ALPINE 2 24D2 BC LL TO.T. LD 37.0 PSF ' SEON - 50970 \ li T pl C BRACIIIG iYL r 1 )V L BRACIFICATION PUBLISIIEU BY TIIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONVECTORS ARE MADE OF 20GA ASTM, A653 GR40 GALV. STEEL, EXCEPT AS NOTED. ,APPLY CUNIIECTOAS TO -k 55 OTHERWISE LOCATED ON THIS DESIGN. PDS IT Eoll ECTORS PER . DUR.fAC- 1.25 . FROM E.D .—I O EACH FACE OF TRUSS, AND UNLESS ROFESItI CAVIL � S ORA WIHGS ]60 A 2. THE SEAL ON T11I5 OAAN ING INDICATES ACCEPTANCE OF PPDFE SSIOIIAL EIIGIIlF ER 111G a SOLELY FOR THE TRUSS C011PONEIIT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 9��FCAUfC1r PER SPACING 24.0" Products' AlpineFngincercdProducts,Inc. RESPOIISIOIIITY FOR Ally PARTICULAR BUILD111G. 15 THE RESPONSIBILITY OF THE OUILOIIIG OESIGIIER. SaDranlcered A COMPONENT ApSI/TPI 1.1995 SECT1011.2. (FIGU1204-10 VIA"DA, LA CRUIZ WAY - E2 GIRD TOP CHORD 2x4 DF -L #1&Bet. cl' BOT CHORD 2x6 DF -L SS THIS 01 -IG PREPARED FROM COMPUTER INPUT (LOADS tr DIMENSIONS) SUBMITTED BY TRUSS HFR. TrllccPc RPaUired WEBS 2x4 DF -L Standard :1J5 2x4 e 2x #1;- NAILING SCHEDULE: (0.131x3,0_g_na11s) ;Lt Wedge 294 DF -L Standard::Rt Wedge 2x4 OF -L Standard: TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 2 R041S @ 6" o.c. (EACH ROW) PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. WEBS 1 ROW @ 4" o.c. REPEAT NAILING -AS EACH LAYER IS APPLIED. USE EQUAL SPACING ADDITIONAL LOADS PER.TRUSS FABRICATOR. BETWEEN RO('IS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. o (H) BC From' 706 PLF at 0.00 to 706 PLF at 29.00 BEARING BLOCKS: NAIL TYPE: 0.131x3—nails _ W IN LIEU OF RIGID CEILING USE TO BRACE 8C .@_24" OC BRG X LOC #BLOCKS LENGTH/BLK #NAILS/BLK �j 0 0.000' 1 16" 20 zl DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1 28.708' 1 16" 20 0 aBEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. (H) RECOMMENDED CONNECTION SES FRAMING TO THE BREFER TO DRAWING CNBRGBLX1299 FOR ADDITIONAL INFORMATION. C-200 CHORD @ 24" O�S�P_SON—HU526. SEE SI MPS CATALOG C 2001. TRUSS TRANSFERS 131.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) r - - WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS»> W6X8 = ** THE MAXiMUM.HORIZONTAL REACTIONAIS 3799# ** W r - z W5X6 s 415X6 z % w w s 415X4 , 5 r IJ5 , W5X4� - 6-4-9 z , H - t 19=0-0 415X4 III W5X4 (R) III WM (R) III W5X4 (R) III W5X4 III- 417X6(C8) W7X6(C8) HS412 V14X12(C8)- W4X12(C8)I _ 14-6-0 14-6-0Go ' :n I _ 2 -9 -0 -0 -0 -ver 2_Supports� I ' t' R R=12106 06 W=3.5 =12106 W=3.5" ^( 14 Rh=3799/-3799 BUT , .-` - F.o. - cele 25"'/Ft. - Desi'6n Criteria: 7PI STD UDC `TCN L PSIi PL7_TYP. High Strength,Wave TPI 95 R Lon fellowLwnher "NARNING+* TRUSSES REQUIRE E%TPEHE CAPE lli FABRICAT1011, NABOIING, SIIIPPIIIG, 1115TALLIIIG AHO O�p:/I/ y C P'14.OPSF;,;' DA`(� *�O1/24/02 !' BRACIIIG. flEFER 70 MIB•91 (HAIM ING IIISTALL IIID At10 BRAC]NG), PUBL 15ME0 BY TP1 (TRUSS PLFTE "+ 89 Loren Avenue, ClllcD CA 95928 itlSl liUTF, 583 D'Ot10FRIO DR., SUITE 200, HAD[ HI 57119), FOR SAFETY PRACTICES ACTT CES Pft 100. TO ` PCgFOftHlt1G THESE FUNCTIONS. UIILESS OTHER ItlpICATEO, TOP CHORD SHALL NAVE PROPERLY ATTA[HfA BC DL 7 .0 PSF . -0R41 r.AUSH427 02024025 STRUCTURAL PA14ELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �l r , "IMPOlITAN[HC. SIIAILI IOTAUEOP ESPON610LFHIS DFORGII AUY DEVIATIONHE FROM THISTDESIGN: AADYtIE ElIGINEERED TO D: 0 CID DC LL 0.0 PSf CA -ENG TSB/G41H O 'j \ OU1 LD THE TRUSSES IN CONFORMANCE 111711 TPI; OR FABRICATING. lNG. IIANf1l ItIG, SHIPPING, INSTALLING AGII In ALPINE BRACIH6 OF TRUSSES. TIIIS DESIGII COIIFORIIS,HITII APPLICABLE PROVISIONS Of IIDS (IIATIOIIAL DfslGu TOT.LD 37.0 PSF SE(1N - 68451 N SPECIFICATION PUOLISIIED 8Y THE MINICAR FOREST AILD PAPER ASSOCIATION) At10 TPE. ALPINE ,I 2 D \ CONNECTORS ARE HADE OF 20GF ASTH A653 GR40 GFLV, STEEL. EXCEPT AS DOTED. APPLY CONNECTORS TO EACH FAC OF TRUSS" All UNLESS' OTHERWISE LOCATED 011 1N15 OES [Gtl, POSI TIOII COIIIIECTL E PER ,p C1V11- _a\p' - EACDAAHIFACIIGS 160 A•I. THE SEAL 00 TIIIS DRAWING IUOICATIS ACCEPTANCE Oi PRDFESSIOIIAL EIIGIIIEERIIIG _/• W OUR .FAC . 1.25 'FROM KD Alpine Engillcered Products, Inc. RESPOIISl0 Il l TY SOL EI.Y FOR TILE TRUSS C011P OIIE IIT OESIGp SHOWN TNC SUITABILITY AHD USE OF TIIIS Sncrarnlecled`noduct COHPOIIEt1T FOR AtIY PARTICULAR BUILOIt1G iS TILE DESP OUSI81LI1Y OF TIC E Oil LOIIIG OElIrNER. PEP �TFOFOgL1E� SPACING 24 • 0" AIISI/TPI 11995 SECTION 1. - � DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 lb �J L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL . Continuous � CHORD: TRUSS TOP CHORD. -. TO..P CHORD DIAGQNAL BRACE MINIMUM LATERAL. BRACE SPACING (DB: SPAN DEPTH : SPACING(LB) S #trusses nal bracing. Diagonal bracing should be nailed ....... SPlOFN SPF/"HF. Up to 32 30" 8' 16 10 Over 32'- 48' 42" 1 6' 6 4 Over 48' - 60' 1 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 lb �J L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL . Continuous � CHORD: TRUSS Top Chord Lateral Brace T Required Top chords that are laterally braced can buckle togetherandcause collapse ilthereisnodiago- 10' or Greate nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral may_ braces lapped at least two trusses. End diagonals are essential for stability and must be duplicate. on both ends of the truss system. =45° Attachment Required - 1pTr 20'(DBS) uses #� SpF�HF� 2 °•C. eyy i oto 3Z AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. - 1y lig 1 15 1Tr3p 5 ��es1 asses �2'°•c. All lateral braces lapped at least two trusses. a450 + End diagonals are essential for stability and must be du-Plicw# on both ends of the truss system. Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required 312" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. I WARNING: Do not attach cables, chains, or I hooks to the web members. Truss spans less than 30'. Spreader Bar Toe In Toe In Approximately '/z to Y3 truss len th Less than or equal to 60' Tag Line Spreader Bar 1 Toe In Toe In r Approximately { '/: to iii truss length Less than or equal to 60' 1AWARNING: Do not lift single trusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing Is installed. Tag Line Strongback/ SpreaderBar At or above mid -height Tag Tag Line Line I Approximately_ Y3 to 3/J truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Pruse of braced oup of trusses (EB) Typical horizontal tie member with multiple stakes (HT) ACAUTION: Ground bracing required for all installations. A Frame 2 /610°ess or less TagApproximately Approximately Tag Line '/: truss length 1/Z truss length Line Truss spans less than 30'. Spreader Bar Toe In Toe In Approximately '/z to Y3 truss len th Less than or equal to 60' Tag Line Spreader Bar 1 Toe In Toe In r Approximately { '/: to iii truss length Less than or equal to 60' 1AWARNING: Do not lift single trusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing Is installed. Tag Line Strongback/ SpreaderBar At or above mid -height Tag Tag Line Line I Approximately_ Y3 to 3/J truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Pruse of braced oup of trusses (EB) Typical horizontal tie member with multiple stakes (HT) ACAUTION: Ground bracing required for all installations. A Frame 2 PLUMB I I t Truss Depth D(in) i �I ®WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A INSTALLATION 'TOLE`RANCES I� BOW D(in) D/50 12 —� 3 or 12" 1%4" 1' 24' 112" 2' TOP CHORD 3/4" 3' greater e• 1" TOP .CHORD DIAGONAL'BRACE 1-1/4" 5' 72" 1-1/2" iq Ip MINIMUM LATERAL BRACE SPACING 1-3/4" 7' 96" 2" SAN PACI..... ..... SP.' DF SP 2" 9' 2HF:..; U to 24' 3/12 8 17 f \ I Over 24'- 42' 3/12 7 10 1 6 Over 42'- 54' 1 3/12 1 6' 6 1 4 l Over 54' See a registered professional engineer, DF - Douglas Fir -Larch SP - Southern Pine .I HF - Hem -Fir SPF - Spruce -Pine -Fir ay ti \. o0� An laie•al traces ° Sapped at least 2 trusses'. Diagonal brace ° also required on \ F end verticals. Continuous Top C•iord . Lateral Brace Required Top chords that are laterally braced can buckle - o � togetherandcausecollapseifthereisnodiago- - 10" or Greater r"4 nal bracing. Diagonal bracing should be nailed`I to the underside of the top chord when 2q• purlins to the topside the top or less =450• are attached of chord. " Attachment MONO TRUSS ` a Required. PLUMB I I t Truss Depth D(in) i �I ®WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A INSTALLATION 'TOLE`RANCES I� BOW D(in) D/50 D(ft) 12" 1%4" 1' 24' 112" 2' 36" 3/4" 3' 48" 1 1" 4, 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8, 108" 2" 9' i T ±'/e' L(in) 1 ±'/4' Length L(in) Lesser of U200 or 2" L(in) Lessem of 1/200 .r 2" ill I Lesser of D/50 or 2" ±'/44 Maximum � Plumb Misplacement Line .Q...........Q.200; 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(fn)U200; aL(ftJ 200" 1" 16.T j "250" 1-1/4" 120.er 300" 1-1/2" 25.01 �1 OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loadsofanydescriptior bepaced on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention) PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° It is the responsibility of the installer(builder, building contractorlicensed contractor, erector or erection contractor) to properly receive, unload. store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erectoror erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition., where failure to follow instructions or heed wam= ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. 4 ;TRUSS;STORAGE CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be A supported on blocking to prevent excessive lateral Jbending and lessen moisture gain. JA CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. AWARNING: Do not break banding until installation A DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat JA bands. Do not use damaged trusses. A is extremely dangerous and should be strictly prohibited. Frame 1 Top chorda that are laterally braced can buckle togetherand cause collapse ifthere lsnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topaide of the top chord. w DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -F Continuous Top Chord All lateral braces Lateral Brace� lapped at least 2 Required trusses. 10' or Greater Attachment Required _/ 92 d =45° WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Up to 28' 2.5 7' 1 17 1 12 Over 28'- 42' 3.0 6' 9 6 Over 42'- 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. , 10' or Greater Attachment \ Required D 2e or \QSS Frame 3 o G. @rry eC, �Q Top chords that are laterally braced can buckle togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed try to the underside of the top chord when purlins are attached to the topside of the top chord. :SCISSORS TRUSS:;;: 12 4 or greater � Over 48'- 60' 4/12 1 15' 6 14 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. c�5 AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. V .....__. �V TTF Department of Development Services o Building Division ::: 7 County Center Drive b'—=�' Oroville, CA 95965 �. _mow. - ......:: O . O::.:::::y C . _ (530) 538-7541 (530) 538-2140 FAX .. ......................................................... .....................:................................. August 30, 2001 Victor Figueroa ' 2754 White Ave. , Chico, CA 95973 Assessor Parcel Number: 056=180-017 Building Permit.Number: 00-2534 Your complete and clear response will expedite the re -check and approval of this project. r Provide additional information and/or make revisions to plans, specifications and calculations as follows: ' ` 1. The new energy calculations submitted today indicate -that you are going to install hydronic piping and space heating. Please include this on your plans and provide a listing for this system. If you do not intend to use this system, please have this information removed from your energy calculations. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The'attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner r 14� NA I L 1IF- 77 k P. E 1w 7 T -I io. ......... . - fit. A I Al4e 3 T.,"Y 4 1.0 Ea. V co z�j yt IT, PA co '4q o I MUTTE qUILMNGf A DiPAF;�E,;, o v r LoA if IXC -W FLWK TfTt cw—, L% W, e 4,— MUTTE qUILMNGf A DiPAF;�E,;, o v r LoA if 1p IL Ilk It A � y Q I � ' Jam e �,.;\`, r\, ''^ F 'a �a 5���� Eli gg Qc wz 11� 15 yy 0 j c � 4 J u T J i e 0 • i. a w v • 4 � •1 '�� � �' ?, � yea '� nv` it 15 yy 0 j c � 4 J u T J " -' 'q...,y. i•A61wd...,.u.:L:•w•w� ice- � i -r•T WLS awl •..s._i%-`..a - .. ti:.r_e•^+usese.m.-+•..-....-......f..4 ..+w--....-.:...- r-... ...:...- ._..._.... �.i.. -. . .. -,--. - • ..-. .... —_ ori & M, 56-18" T,24N, ..R.2E, M,D,B 7.25 AC ;a -- --=---- -- ---- ----------,�64'i2 -- -- -- -- 998.58 34,' 3f �<. . I . � I t . • 52255 9 16 . _ , + ^ 1 —600 �' .. 40.51 AC <# { $ 2 N ` i t y 45.72 AC _ y t - • . - i i ., -- t i4 � lv rw e _ t ... _ • .. -. GSE;. .= .�� _ • .. . - - .• ' ,\ey.. _ 51.37 AC ` - .' 6,41 y 1 It7 6 2 ! cr 90.6 CO 13 52, 45.82 AC . ( o E 1/4 (AR _` r 4. JE. t�L.LY I1307 T I' ♦•f' 10 2� r` `ti 5'L1 40.41 AC . OS Sg 46 j 46 2 3Cq i � 41.73 aC to 30 52.05 AC 320.50 / - ^ r 2 2 3171.72 �yp"� /�� 112 Q tK r:v: vi �O 7 _ ^ O • I 299.31 y I L 40.03 AC USA 41.53 ILC y' I �_ 2512.37 - 7.5 1086.51 ` a �1 ��� ti N 3' �� 6 I 39.04 AC I �. 8 2 .0 39.04 o o PM PM 144-76%782 M 77-77 23.73 ^ 10.00 AC 41.38 AC 791.87 .. 2617.65 _ _ - Assessor's Map No. 56 8 27hese parcels are for .assessrlent purposes 2 - REVISED: 12-98 _ of butte, Callf. `County .. only and clay not constitute legal parcels, N.. i il x REVISIONS BY