Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
041-680-002
r,��, , In •� � . -. _ _ _'—� _ _'-.._ -. _...- •�-ram;... _......-....._... .._ , ...,..... _ ...y.v._- .�.. ,.rtioi�`.�m►. �.- r... .._ _ ....`. 1 < I:E to 1 O N T OO m _ O 041-680-002 01-1689 ; MATTERA, JOHN '--,J[ 75VILLA VISTA DR. OROVI L- , CONT: DON AZCVCDO 113 / 7 - NEW 4138 SF W/ATTAC GARAGE 041-680-002 01-1837 MATTERA, JOHN : -12-75 VISTA DR. VILLE CONT: FOX COMPANY ,rQv FIRE SPRINKLERS 041-680-002 06-1237 r SWEENEY, DEANA 2375 VILLA VISTA, BUTTE VALLEY Cont: OWNER AG BUILDING B08-2023 CScanrr_•d� 041-680-0021 O< MISCELLANEOUS Room Addn-First Stry ADDITION TO SF 216 SQ.FT. 2375 VILLA VISTA DRIVE SWEENEY, KEVIN 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. n7 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. , — s Mol ZONING On 5 OWNER, CA PHONE NO: C 3� �� — ��� OWNER'S ADDRESS LOCATION OF BUILDING d3 95 USE OF BUILDING 1 V� TU SIZE OF STRUCTURE SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDIN ROOF C � RING FLOO��� ESTIMAT OST F CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: _ FROWN v �SIDES C.101°�Jn REAR {j 01 l n 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 complywith the require effect at that time and before occupancy. Date Signature Signature of Owner Permit Fee -$109.98 The above described AG Building is exempt from a building permit. �b 5- FL OD PAR 1- PD ROOF NG ISSUE Receipt No. "► -SRA 1 Manager BuildinW Division /) White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant i - NOTES RESIDENTIAL 041-680-002 IMATTERA, JO01-1837 HN ' s 25 95' VILLA VISTX DR.,OROVILLE _ CONT: FOX COMPANY FIRE SPRINI{LERS t } i s r SPECIAL CONDITIONS CHECKED �'l SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 4j f JOB FINALED (Date) 3 Signature ,/ = OK 1. 0 = Not OK 2. - = Not Applicable MOBILE HOMES ' = Not Ready Gas; MH Test -Demand -Valve -Connector Date ' MOBILE HOME UTILITIES (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch 7. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; -/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 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 ✓ = OK 0 = Not OK = Not Applicable = Not Readv RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth . 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date 56. Card B-1 Date Card B-1 :Date 57. Card B-1 Date Card B-1 Date 58. 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 Date 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. Card B-1 Date Card B-1 Date 64. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed'Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral U Yes U No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 77. Plb., Elec. & Mech. Equip. Listed for Location Date 78. Card B-1 Date Card B-1 Date "s, Card B-1 Date Card B-1 Date 80. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing Date 87. Card B-1 Date Card B-1 Date 88. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors r. 47. Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 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. I of i It rat ion- 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 U Yes 82. Following Instld./Drive D Yes J No/Walks J Yes J No/Planters J Yes 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: c COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION � +7 County Center Drive Oroville, California 9.5965 ,•, Telephone (530) 538-7541 PERMIT -NO. • (Rev. 12(9s' APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-680-002 ZONING BUILDING PERMIT OWNER MATMA. =I J00 TELEPHONE 399-6105 SO. FT. OCC. BUILDING VALUATION •� OWNERS MAILING ADDRESS 1z,16 UitQWD WY. CHICA CA 95928 , CONTRACTOR'S NAME Ful WWANY TELEPHONE 1533-2730 CO TORS MAILING ADDRESS 39GACU IRE 101y ORMUZ CA 95965 CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation Is 6. 44.60 0 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $90100 ARCHITECT OR ENGINEERS MAILING ADDRESS - Plan Checking Fee $ BUILDING ADDRESS =y Energy Plan Checking Fee $ $ / /VILLA .VISTA DR. 6 ILII. CA PERMIT FEE $ 1 ,O LOT NO. -„ "§UBDNIS IONS,NAME ,r ' +^ - ,.rf PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFS7FtU,,CTURE SF OM Duplex ❑ Mobilehome ❑ Other 111-7111 ,rte f S�~1) "� �� I , I P % i , SPECIFY Each Trap a 7.00 x Solar. or�;heatjum water heater 23.00 Water plping� ., 15.00 Each'' as water heater or vent 1 5.00 TYPE OFWORK w _ �'� New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: �-",r�Q,Lt ��'7,,p'ilrlA''.,� F,�e'� .tit%/`li�f/•,?77'C.�i!% Gas" irin �s stem 1 -5 outlets 15.00 Building sewer 15.00 Mol�lle/Home-'x S G W @20.00 - PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VMain Service zo A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class + /l Lic. No. 30$ .56. 5 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 Main Service 200A TO 1000A 46.00 NEW CONST. OWEWNG OCCUP. SO OR ADONS. a ACC. S.3.50FT. MULTI - NOµgQIDT ANCHOUTLET @7,50 POWER APPARATUS , a SINGLE OUTLET CIR. 20 Q 1.00 Ex. Occup. OUTLET OR FIXTURES 9AL .so O Ex. Occup. ounFrs PPM.) E AA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' i compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier c'5 7X112= d rl.�i,�i Policy Number ,?'�.3 (J/V 2 5 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thoMe provisions. X Date i°' 24 O % Signature of Applicant/-' Owner ,CJ- Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction" of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE 1 $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ ig$.gp HAZ. I D. FEES IMP I FLOOD CDF PARCEL PO HD ISSU 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. f By 4,,,v ;;Irk .f '#' •e'Date PER EXPIRES ON Ph' Date Receipt N831562/168. 50 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev -.,I 2/96) - APPLICATION ANDPERMIT ASSESSOR PARCEL NUMBER 041-680-002 ZONING 61 9 BUILDING PERMIT OWNERJOHN MATI'ERA ' 99-6105 TELEPHONE SD. FT. OCC. BUILDING VALUATION 1906 CON 6,249.60 12319sORCHARDSBWY. CHICO CA 95928 CONTRACTOR'S NAMETELEPHONE OX COMPANY 33-2 SS �D� R IVEGHWWYE OROVILLE CA 95965 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 90.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS IV LL -1-1 K#ffHSM RMAK0$ Energy Plan Checking Fee $ VILLA VISTA D PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF 1K Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New 4 Addition ❑ Remodel ❑ Uelities ❑ Installation ❑ Othe02 Describe Work:/—%iQG�S'�i2/�t/IrL c'7� /I�/�/y'%�«/97%Q/1J Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 1@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo*A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class to — /6 Lic. No. 30$ 36 'J^ 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier r5 7N? -C— /CCJi✓,!7 Policy Number C 27$ wy 2 3 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the works s' compensation provisions of section 3700 of the Labor Code, I shall forth h comply with 06Mp provisions. X4Date 7 24 0/ Signature of Tp_p`ManV0Az=w wrier JVContractor ❑ Agertf An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zooA To +000A 46.00 NEW CONST. DWELLING OCCUP. 3 SQSO. ( FT. NEW CONST. MUACC-O iS. NpµRESID, BRANCH U @7.50 AP= U 8 SINGLE OUTLET CIR. O +'50 Ex. Occup. OUTLET OR FIXTURES BAL @ .so Ex. Occup. OUTLEEDTS(RESSIID.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 168.50 HAZ. p. FEES IMP I FLOOD I CDF PARCEL Pp HD U This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By % PERMIT EXPIRES ONt the applicable provisions Resolutions to do work been paid. p / ate u '�r .2— ate Receipt 1031562/168.50 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �. �r _ _ �.. r .. r ' . � e 1 L,� � •r ' a • ... � 4. r9s.��' 0 �,'o':.� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 PE MIT NO. (Rev. 12/96) '� APPLICATION AND PERMIT �- `7 ASSESSOR PARCEL NUMBER G ZONING 7 O 2 — BUILDING PERMIT OWNER (' O `/� �C`� �- TELEPHONE %U57 SO FT.O//CC.. BUILDING VALUATION OWNERS MAUNG AD B /CTD G C �c� 592 •�o CONTR,rR, NAME a1 TELEPHONE lL 7 33,�730 CONTRACTORS MAJU GADO 39 9 S CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fire lace Total Valuatlon b ARCHITECT OR ENGINEER LICENSE NO. Filing Fee b 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee s Cr,p BUILDING ADDRESS Plan Checking Fee b j p ` Energy Plan Checking Fee E rov t (l —e $ LOT NO. SUBDNU910NSNAME PERMIT FEE $ O PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 //-- Solar or heat um water heater 23.00 SF Duplex ❑ Mobllehome ❑ Other r( 2 % �t/!L(� / S Water piping15.00 SPEDIW TYPE OF WORK Each aas water heater or vent 15.00 �.,�Q� Gas piping stem 1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ Utilities Ration Other ❑ Building sewer 15.00 Describe Work: Mobile Home ISI GI W @20.00 PERMIT FEE _ ELECTRICAL PERMIT E Fee 20.00 ------------•- Main Service 000V OR LESS sow OR LESS 23.00 Main Service 200A TO 1000A 48.00 NEW CONST. OR ADONS. DWa ACC. SLLM DOCUP. 3.5, so. O MULTI.OUTLET NON REslo. 'BRANCH CIRCUITS @7.50 POWER APPARATUS & SINGLE OUTLET G0. EX. OCCU . OUTLET OR FIXTURES 20 ®1.00 BAL@ so EX. Occu OUTLETS .)EA 5.00 1 Temporary Service 23.00 Mobile Home Facilities 20.00 MISC. Wirina 23.00 PERMIT FEE _ *PERMIT FEE PAID MECHANICAL PERMIT Filing Fee 20.00 ' - Heating SRA Cooling SHERIFF Hood 6.50 OTHER Ventilation PERMIT FEIE S Mobile Home Installation Fee $ Energy Inspection Fee $ /// //� /� 1 �C NST. TYPE TOTAL FEE $ • S AMOUNT RECEIVED $ ( V v KAZ• D. FEES IMP fL00D CDi PARCEL PO NO ISS This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutlons to do work *RECEIPT NUMBER 33156,,;L Indicated above for which fees have been paid. * TO BE PUT INTO COMPVTER By Date PERMIT EXPIRES ON to t COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PE"IT APPLICA TION DA TA SHEET OWNER: _ ��ll -Q _ ASSESSOR PARCEL W.WER: Proposed Building Use: 406s� j� /�'E' ;Building Inspector: Date: " ,2 Q O At time of permit application, I was 2 v ed the following data must be submitted prior to permit roce sing nd/or issuance: All items have been submitted. 02. Plot plans, 3/4 sets, signed by the preparer of plans. 113. Complete 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. 05. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. El 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees. 1113. Flood elevation certificate. ❑ 14. Sanitation and plot plan approval Health Department. Ell 5. 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: 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection for required. 02 1. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carver and policy number. 1123. O,.;mer-Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑24. Letter of signature authorization. 025. Recorded copy of Agricultural Acknowledgment Statement. El 26. Letter of intent on building use. ❑27. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. El 29. 0433 A, 11 Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to o tractor. O'I elephone `J+ - c�� and hold for pickup at �� ffice. ❑ Delive ith inspector. Applicant: Date: 7 EXPIRATION OF APPLICA�d Applications for which a permit has not been issued, will expire by limitation one year a er a e o a order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant ,NOTES Z3 , RESIDENTIAL X041-680-002 01-1689 MATTERA, JOHN 7SVILLA VISTA'DR. OROVILLE CONT: DON AZEVEDO , NEW 413R SF W/ATTAC GARAGE SPECIAL CONDITIONS M SRA FLOOD CERTIFICATE REQ. �+ FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ' OFFICE COPY, Address Daloe j ELECTRIC Meter By Date— P7 JOB FINALED (Date) CHECKED BY ✓ = OK 0 = Not OK - = Not Applicable . = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors- Studs- Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test-Regulatdr-Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability . 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date _X5derfloor (Plans) OK except #'s Date Zo' g -Setbacks -Easements -Flood -Slope 42-IFtg., Main; Soils-Elec. Grnd SDI" Ftg. D 3 g., Garage; Soils -Steel -Flet rn �-Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth Inf filtration -Walls- Windows tem s,Main; Ste el- Blockouts-Wrapped temwaIts , Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Date Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel Date W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, s Pipe; Size Anchors - Yard Gas Piping; Size Test ace Vents -clearance -Comb. Air -Connector - In age; Above Floor-Ducts-Mech. Protection ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground At 13. Plenums & Ducts; Clearancey- terial-Support-Ins. q d/rde Ils-Anchor Bol s-Jois nl nppies &5<ccess & Ventilation 16. Insulation Date 6 Card B-1 ate Card B-1 Dat / Card B-1 Date Card B-1 Date P, UMBING (Permit) OK except #'s Hater Htr.; Vent -Access -Combustion Air Baffle 48. Water Pipe: Test & Anchor -Nail Protection d3@ D.W.V.; Test. Fittings & Anchor -Nail Protection Shower Pan, Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s W. Fixture & Transformer Clearance -Ins. Protection & Switches at Doors 125. Size Boxes & No. of Conductors Stapled / to omex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water pliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga r AI -Oven Circ. / / ga Cu or At Insulated Neutral r es ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equi Clearances Panels-Motors-Mech. Equip. lot s Closet Light -Shower Light -Spa Light moke Detector C Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date CHANICAL (Permit) OK except #'s ear Walls; Nailing -Bolts 49r AC. Ducts Insulation & Support erior/Exterior Wall Panels 426"Yeril Fan, Exhaust above insulation Insulation -Walls -Ceilings Co nsate Drain & Overflow, Size & Grade Inf filtration -Walls- Windows rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 'Attic Access & Platform if Furnace in Attic Card B -i 14= Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s moke Detector Lmr_S4s Proper Materials & Anchors ace Vents -clearance -Comb. Air -Connector - In age; Above Floor-Ducts-Mech. Protection IIs Studs -Nailing Spacing & Braces -Plates -Sound room Exiting elf"Beajng Walls over Girders & Floor Nailing F. ath Fixtures & Tub Access -Spa 44ff Stop in Walls (rat proof) ' ire Stops, Furred Ceilings -Stairs -Chasers -Tubs Elec & Subpanel, Breaker Sizes & Labels /45Xeaders & Beams -Size & Bearinq 'ingle & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 11 Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. t4eo'F_,irporace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing �_V_-T6perty Line Firewall & Openings / 52!SR1. Doors -One 3' -Check Garage 3rd Storv. 2 Exits X54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection �Iwood on Roof Overhang -Attic Vents -Rafter Outriggers 8 C. t Disconnect, Electrical -Plumbing 8 encs Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 Water Well, Disconnect, Electrical, Plumbing I-Merior Elec. Trim, G.F.I. Receptacle -Underground � en ion Throughout House jt8 . lass Protection A9 dons from Previous Inspections Gas -Electric L.9<_Wajw5& Sewer Connected -C/O to Grade -HD Approval rgy Compliance Certificate -Other Certificates A�JrAddress Posted Date rd B-1 Date Card B-1 Date1.5%_Card B-1ZK Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Siding -Nailing Veneer es - rip reed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts (§p!Bi" erior/Exterior Wall Panels Insulation -Walls -Ceilings 62. Inf filtration -Walls- Windows Date /y ,p / Card B -i 14= Date Card B-1 Date Card B-1 Date 'Card B-1 Date FINAL (Plans) OK except #'s 66"Ext. S ps-Door & Sidelight Protection -Landings moke Detector 6 ace Vents -clearance -Comb. Air -Connector - In age; Above Floor-Ducts-Mech. Protection room Exiting 67. F. ath Fixtures & Tub Access -Spa Elec & Subpanel, Breaker Sizes & Labels tairs & Ra' s 0 eplaq,,_or Stove, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Ext. 2. ixt. pliance; Ground -Air Gap -Cooking Clearance 3. lets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure '7 mper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G age; Above Floor-Mech. Protection 7 Ib., EIS..&Mech. Equip. Listed for Location JZA- eG. Receptacles in Garage (F.F.I.)-Romex Protection 9 n -Foam -Looked in Attic Guard Rails &.Deck Construction -Post Caps 1 Bents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes / 82. -- Following Instld./Drive D Yes - alks J Yes looters J Yes O 89 Sr a c h_ 8 C. t Disconnect, Electrical -Plumbing 8 encs Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 Water Well, Disconnect, Electrical, Plumbing I-Merior Elec. Trim, G.F.I. Receptacle -Underground � en ion Throughout House jt8 . lass Protection A9 dons from Previous Inspections Gas -Electric L.9<_Wajw5& Sewer Connected -C/O to Grade -HD Approval rgy Compliance Certificate -Other Certificates A�JrAddress Posted Date rd B-1 Date Card B-1 Date1.5%_Card B-1ZK Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: �..,.. ... .. \.. .. . . ti ...f�'.'ti'.. A 4�1. ...I✓.i rvF.nla^l. v....�'t`s'r�r _ ..rv- ` r t CERTIFICATION OF INSULATION ADDRESSOR TRACT SACRAMENTO INSULATION CONTRACTORS • i , (j LOT # ❑ P.O. BOX 854,;WEST SACRAMENTO, CA 95691 LIC. #202026 ` rIvi 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 .,. ffP.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 �^^ �}- vv ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 \I ���� `, �►� ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INS LATION COMPLETED 1 >I ATI � ( SQUARE FEET) ( SQUARETEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS- t. .- MATERIAL - . •._ FIBERGLASS MATERIAL , *-x FIBERGLASS a FORM BATTS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER r OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS I ILI Ilel KNEE WALLS IF R—VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER~ ' �FIBERGLASS BATTS OCF y 4 AIR INFILTRATION SEALANT . MATERIAL MANUFACTURER' s 1I .: ," . I x (( k a+ ,r' ;W R GRACE t ' " THIS IS. TO CERTIFYrTHAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SI NATURE-INSUVA�TIIO` N CONTRACTOR TITLE MANAGER DATE �- ! k SIGNATURE -GENERAL CONTRACTOR TITLE DATE - REMARKS: Y` >r 4 White - Builder copy, Green - Builder copy, Yellow - Customer copy SIC -303 Pink - Attic copy, Gold - File copy FEENEY ENGINEERING ROBERT J. FEENEY, CIVIL ENGINEER 389-C CONNORS COURT CHICO, CA 95926 Telephone (530) 899-0409 Fax (530) 399-0943 1/30/02 ` Gary • Building inspector Butte County Building Department 7 County Center Drive Orovillc, CA 95965 ` Re: revision Mattera residence I personally installed the Simpson straps as shown on my revised plan for the Mattera residence. Sincerely, Paul Krohn • r L �•I.. S i t; .�,' '••' ! �'EY,. �� �.i%. kir : `y' � .. rt � +Y,s JJJIlII! a t P 1 rte•, • as.3> �. x, 4 • r � , Y a • j •� #� ���±ter ' •J S APA'r' .�=Va Certificate of Conformance Certificate 052736 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. O� � �wQ�pPp 0 Rd " 2 �r ow SEAL C- SH ISN G,04 by ,/%�� Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS,s a reieteo Corpomion of ARA - THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Svee1 - P.O. Box 11700 - 7acome., WA 984 1 1-0700 L 7n1ephone: (253) 555-8600 - FaY Number: (?53) S65-7265 COUNTY OF BUTTE BUILDING DIVISION F" DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 i CORRECTION NOTICE OWNER _ PERMIT NO. e?` A routine inspection indicates that the following violations of butte county Ordinances exist at the r. 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 tiis office immediately. dC � Gt,r �r q e, ✓U v ,. Date /7 1 1 / I_ / /1 n'1.1,. Inspector .. COUNTY OF BUTTE !=+.. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES _ 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 az . CORRECTION NOTICE O NER PERMIT NO. z `v 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 c , tact this office immediately. (r _ / L env &,!q 4, 1I r { : 'Date Inspector. ... .e{ , REV to f„ CORRECTION NOTICE OWNER PERMIT NO. ` COUNTY OF BUTTE; a violations of butte'county Ordinances exist at the BUILDING DIVISION =�{ 'fit DEPARTMENT OF DEVELOPMENT SERVICES '" 411 Main Street • Chico, CA • (530) 891-2751 #; 7 County Center Drive • Oroville, CA • 530 538-7541 sf. � f„ CORRECTION NOTICE OWNER PERMIT NO. } * _. A routine inspe on indicates that the following violations of butte'county Ordinances exist at the r_., above addre and should be corrected. Please notice this office when correction of work is '" complete com have an you If p y y questions pertaining to this matter, or need additional explanation, #; please nt ct this office immediately. � n (/ a r:= ' /01 ki X � L^r "A fah,. S�n �4 Na* yY . s COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 0 Telephone (530) 538-7541 _/ & MIT NO. (Rev. 12/96) APPLICATION AND PERMIT 1 J ASt$Sr Pg §b Udn ZONING BUILDING PERMIT N(�R TTERA, JOHN OWN1�A TELE�P`HONE 891-6105 SQ. FT. OCC. BUILDING VALUATION 2950 R 153,q00.00 . OWNERS MAILING ADDRESS 1236 ORCHARD WY. CHICO CA 95928 1056 U 19-008.00 CONTRACTOR'S NAME DON AZEVEDO TELEPHONE 894-2360 942 C 3 146-00 294 C. 3,822-00 CONTRACTORS MAIUNG ADDRESS PO BOX 688 FOREST RANCH CA 95942 CONSTRUCTION LENDER Fireplace A 1,500-00 LENDER'S MAILING ADDRESS Total Valuation $ 1R1 '17A nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.0 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 60995 SUILDINGADDRESS VILLA VISTA DR. ORO Energy Plan Checking Fee$ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF I1 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1L 7.00 Solar or heat pump water heater 23.00 Water piping . 15.00 Each as water heater or vent 1 5.00 TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW 4 RR SF W/ATTAC TIED GA$AnF Gas piping system 1 - 5 outlets 15.00 0 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 178.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service zo q OR mss 23.00 3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in force and effect.�g License Class Lic. No. to L.�'� Z I 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' comp on Insurance carrier and policy number are: Carrier\� _ Policy Number � , t -- (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwj&ocomply with those provisions. /�� X . (P"�r Date 0 6ft1' Signature o n - Owner Contractor ❑ Agent An OSHA permit i re red for excavations over 60" deep and demolition or construction of structures over tories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR s0 OR ADDNS. ( a ACC. BLDS. 3.5¢,:136.71 11Oµpalp MULTI.OUTLET @7,50 a�S WE.R oPUTLETT Ic A. 20 @ 1'00 Ex. Occup. OUTLET OR FIXTURES SAL @ .50 Ex. Occup..OUST ELEDTS�6 DD °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 179.71 MECHANICAL PERMIT Fling Fee 20.00 Heating 1 25.00 Cooling 25.00 Hood 6.50 6.50 Ventilation 4 4.50 18.00 PERMIT FEt $ 94.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC , R3 CONST. Twly VN OTALFEE$ 2069.96not HAz. DP FLOOD CDF X PARCEL X PO X HD X ISSU r- 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. �f ete t� ByrCIO PERMIT EXPIRES ON tT e -l/ Receipt No. 324093/2023,96 1 , WHITE-D.D.S.-B.D. CANARY-ASSE SOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754PERMIT NO. (Rev. Q-/96) APPLICATION AND PERMIT —/(o ASSESSOR PARCEL Mikes% DON -� BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAU�.fjORE� �n � ��°,��,�-��� �Gz r� r).,- - - CONSTA :CTiON LENDER LENOER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARC"TECT OR ENGINEERS MALING ADDRESS SURDINOADDRESS f NO. d3U1'rG V) L% -I-, s 5 U LOTNO. SUe0N9pNTi NAME i ] �� F El MAP USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other ePECIFv TYPE OF WORK New D Addition ❑ Remodel ❑ L UlirrWs ❑IVtiop ❑ Other ❑ 2a Describe Work: p%(1 �✓)/'/ i�.D, /aM� .i L] *PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVEC *RECEIP'T NUMBER 32 —1/ 9'03 * TO BE PUT INTO COMPt1TER w Total Valuation is / C Filin Fee $ Permit Fee $ Plan Checking Fee $ Energy Plan Checking Fee $ s PERMIT FEE j _ PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home S G W PERMIT FEE I S ELECTRICAL PERMIT Main OR LESS 200A OR LESS Main Service 700A TO I°°oA NEIN CONST. DW8I OCCUP. OR ADONS. i ACC BLDS NON-RESIO. MULTFOUTLET POWER APPARATUS 8 SINGLE OUTLET cat Ex. OCCU OUTLET OR FOTrURES I EX. OCCU ID APPLNS. DR OUTLETS Es10. EA. 1 Temporary Service i Mobile Home Facilities 20.0 0 6o G -lung i-ee 20.00 — 7.00 23.00 — 15.00 eo 15.00 Co 15.00 js,�o 15.00 ��ec §20.00 ng Fee 20.00 23.00 !o 48.00 3.SdF°. l @7.50 5.00 23.00 20.00 23.00 PERMIT FEE I s SO/,% MECHANICAL PERMIT Filing Fee 20.00 Heatin ScG Cooling Z5. to Hoo"d( 8.50 S6 Ventilation SO CO PERMIT FEt S Mobile�Homen Ilatlon FeeEnergtion Fee $ c0�. TO AL FEF $ I Z• t0.FEES I I I AM "EL EL UE [�infdicateduabove is prmit is hereby Issued under the applicable rovisions thette County Code and/or Resolutions 0 k for which fees have been paid, By PERMIT EXPIRES ON Date _ . -if f' E.H. USE ONLY Plot Plan Attached e Floor Plan Attached Sent to S.D. r TO: Building Department U l f - FROM: Environmental Health SUBJECT: Sanitation Clearance I& Owner Location AP# Plan Approved for: Sewage Dispo Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Water Su ly: Public Private Well �i 2 Date Gaiw i:LL: , �%�• G ♦f Y' C ' l ; k 1 �; } *{ 4 f yT* Y�t (� S9 X 2' 7 Tq �' Y 'i ny — — -- �i �..,i►�.:..l�i• �X.ir'���,� ��'�il�i'�'�'..1�14.'n �)X�J �i �:+'y,i .'�.:?Yc:`A.:"k: � ,�_. ,i'"'..f'4!.µ �rt'st'ti;5pi�i�. "�i��' — - i COUNTY,OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: S ! Mak e fn ASSESSOR PARCEL NUMBER: M1— Proposed Building Use: N s' Building Inspector: 'TP. Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted ------------------------- * Plot plans, 3/4 sets, signed by the preparer of plans. " . Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 'P'4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ". Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- N. Energy Design Compliance and supporting documentation. ------------------------------------------- 0 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. anufactured Home data installati instructions including Tie Down Specifications.------------------ - Feesof $ --- ----- -�----------------------------------------------------------------- 'IS -6 1. Impact fees as shown on the attached schedule.---------------------------------------------------------------- S'6 'C ❑ 12. California Department of Forestry plan approval/fees.--!'^�---------------------------=--------------- ❑ 1 JFlood elevation certificate. --------------------------------------------- . anitation 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: O k'— (B) Parking: _ ❑ L8. Contact Land Development about ❑ Improvements, ❑ Drainage�egal Parcel. ----------------------- A-49. Encroachment --------------------- Encroachment Permit for driveway (construction'approval prior to occupancy). ----pa' -!D- C_1 � - 'T - ❑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. ------------ --------------------------------------------- N/— _ (Date) ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- Letter of signature authorization. -------------------------------------------------------------------------------- ecorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------- /----------------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or ex ired permits. ---------------------------------------------------------------------- ❑ Gr t Deed, eck to H.C.D $--------------- 30.Other: _______ When you issue the permit, rocess as foil ail to owner, /gMail tq contractor. and hold for pickup at Q(6 V1 '0 o ❑ De 'v ith inspector. STPWC-:�__ Kev 1 8/30/D/ Pl�- Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Polluti n Copy of plans sent ❑ Health Department, ❑ Fire De artment, ❑ Other: Date: 1. Index permit application for the above items numbi�j ❑Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ 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 of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner was advised of the above req ' data by ❑ phone, ❑ mail, ❑ !tmv n counter, by Da e: Plans reviewed by: �. S--' Date: �y . Plans approved by: Dat Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 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 PROPOSED BUILDING USE IV C", F q Rei` �m BUILDING PERMIT FEES --Balance Due ........................................................ $ —4o --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee .................................. $ 2. SCHOOL DISTRICT FEES �(hAM Seh aO t ;D/(&4, 6L3 (paid at District Office) . SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ —x—=$ # Units Amt. Commercial (Sq. ft.) ............. —x—=$ Sq. ft. - Amt. - 5. RECREATION DISTRICT FEES 0 /a A, fn �,,n. ) 6. THERMALITO DRAINAGE DISTRICT FEES ' $510.00 (paid at Building Division) (� v 7. SRA FIRE INSPECTION AND PLAN CHECK _ $89.00 (paid at Building Division) WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. #��— DATE -f' 10 w' RECEIPT # DATE REC. `3- IS -61-1p > Nixupn, At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during Ole plan checking process. APPLICANT 11 DATE Pursuant to Government CodeS—ection 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) C�H IC" RECORDING REQUESTED BY Mid Valley Tide & Escrow Company AND WHEN RECORDED MAIL TO: Kevin J. Sweeney and Deana L. Sweeney 2375 Villa Vista Drive Oroville, CA 95965 A.P.N.: 041-680-002-000 GRANT DEED 2006-0016059 Recorded I AEC FEE 10.86 Official yRecords I TRX 547,35 Countteof I Clum J. SRIJIl88 I County Clerk -Recorded I FM R:MN 38-Nar-20 I Page 1 of 2 Ilii III ill I IIlI I II !III 111 I III II III Above This Line for Reaordees use only The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $647.35; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE:_ x computed on the consideration or full value of property conveyed, OR File No.: 0401-2204332 (TB) computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, unincorporated area; [ ] City of, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, John R. Mattera and Sheryl Mattera, Trustees of The John R. and Sheryl Mattera 2005 Trust hereby GRANTS to Kevin J. Sweeney and Deana L. Sweeney, husband and wife as joint tenants the following described property in the Unincorporated area of , County of Butte, State of California: PARCEL I: LOT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "BUTTE VILLAS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 24, 1997, IN BOOK, 142 OF MAPS, AT PAGE(S) 22, 23,24, 25 AND 26.1 CERTIFICATE OF CORRECTION RECORDED JUNE 19,1997, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-22336. PARCEL II: AN EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES OVER VILLA VISTA DRIVE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "BUTTE VILLAS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 24, 1997, IN BOOK 142 OF MAPS, AT PAGE(S) 22, 23, 24, 2S AND 26. Dated: 03108/2006 The John R. and Sheryl Mattera 2005 Trust r^— John R. attera, Trustee ,--5MG)Z)3,Ac Sheryl Matra, Trustee Mari Tax Statements To: SAME AS ABOVE A.P.N.: 041-680-002-000 Grant Deed - continued File No.:0401-2204332 M) Date: 03/08/2006 STATE OF CALIFORNIA )SS COUNTY OF BUM ) On MARCH -cotO . 2006, before me, t4r/1 [o i y[(J/?)&'W , Notary Public, personally appeared John R. Mattera and Sheryl Mattera, personally known to me (or proved to on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same In his/her/their authorized capacity(les) and that by his/her/their signature(s) on the Instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signa ;��D My Commission Expires: Notary Name: 14A—ft el,,,J Notary Registration Number: r A. M. MORROW LQ* OTi� PUBLICCW cm k" te, uoa y This area for oftia/ootaffa/seal Notary Phone: X7 -S& VY County of Principal Place of Business: 7 Page 2 of 2 61 s. ti 61 VIM �I w a• GABLE,END DETAIL STRONGBACK (NAIL 10 LUEDGE$ (BRACED AT 55' LEDGER (NAIL 10 VERTICAL W/2-I0d NAILS) (K) SPACING F01 REFER TO S PRODUCT AT A35 IN FI I 11115 DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SURMITTE(I RY TRUSS MFR. (SI) (M) 2X4 F.L. DR H.F. 12 OR / BIP. STP.ONGBACK BRACE \SI )\ (PI) PEAK PLATE TO MATCH COMMOII TRUSSES. (SII SPLICE PLATE TO HATCH C04ION TRUSSES. (HIT FEEL PLATE 10 MATCH COH1t3N TRUSSES. (0) OPTION TO WEB PLATING: USE (3)-2' WIRE STAPLES (0.012 OIA./15 GA,) TOENAILEO THRU CHORD INTO WEB 6 11021 WEB INTO CHORO ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), (SI ) 6 (HI ) MUST BE PLATED. (G) GABLE ENO DESIGN BASED ON 75HPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. , BRACED AT 55' D.C. (C) IX4 CONTIMIOIIS LAIEPAL GRACING FOP BRACE ( SIRIAIGOACK 1 MEMBER LONGER THAN 72'. ATTACH AT HIOPIIINT CIF EACH GRACE '4/2-Od CCOIGTOII NAILS. 241 MAX - LADLE NOTE: CHORDS TO BE 2X4 FIR -LARCH 02 11111. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PIICHEO O.C. ALSO. PLATE MAX, WEB LENGTH IX3• 2-8-0 2X4• 8-1-0 3X4• 13-6-0 OUTLOUKER OLITLOOKER CRITERIA 3.5' MAX. IYP. 110101 B 24' 0. C. 1.5' MAX. 12' MIN 24' IIAX 2x4 F.L. LUMBER GRADES MAX. LENGTH WIT1(G111 BRAC RIG (11) MAX. W/ STRONGBACK BRACE (S) STANDARD 5 -II -0 II -ID -O STUD 6-7-0 13-2-0 13 6-7-0 13-2-0 12 7-0-0 I5-6-0 11 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 PLT TYP. Wave TPI -95 R Design CrILerla: TPI-95(STD O Q Q "WARNING-- MUSSES REOUIR(tflR(NE CANE IN FABRICATION, HANDLING. SNIFFING. INfIALtING ANO C O ` BRACING. IMA 10 IT' "I (HA NOTING IISIAttIRG AND BRACING), PUBLISHED BY IPI (TRUSS PLATE LV`Dt� 4 Q Q IOSTIIDit, 697 O'ONOF10 OI.. SUITE f00, MADISON. WI 6]119), FOR SAFETY PRACTICES PRIOR 10 �lvQ Or w P(AFOANING THESEFUNCTIONS, UNLESS OTHERWISE INDICATED, IOP CHORD SHAH HAVE PROPERLY AITACHIO Q O SIAUC1UAAl PANELS. 001108 CHORD SNAIL HAVE A FROP(RLY ATTACHED RIGID CI(LING. '-IMPORTANT-- FURNISH A COPY OF THIS DESIGN 10 IN( INSTALLATION CONIRACIOR. ALPINE [MGIN[[q NO. ,,,((( 7,-l� ����Y'�--��-.. ►RODUCif. INC. SNAIL NOT BE I(SPONSIBIE f00. ANY 0(TIAl10N FROM THIS DESIGN: ANY fA1l YqE 0 O �1 1J. 'I L O OU ILO INE TRUSSES IN COIFO..ANCE 1118 111: OR FABRICATING. HANDLING. S111PPING. INSIALIAIION BRACING OF IRUSS(S. THIS DESIGN COIF OBMf WIIN A►PlICABI( ►ROYISIORS OF NO$ (NATIONAL CIS ON f►[CIFICAIION FOOL $NEC BY THE AMIR ICAN FONtfI AND ►AP(I ASSOCIAIION) AND IPI. ALPINE TRUE S COSN(CIOIf AA[ MAO[ Of FOGA AfIM Aii] iR]1 OAI I. SI[(l, [IC(►1 AS 801(0. APPLY CONN[CIOAS TO sf C11✓1� [ACR FACT OF ISUf S, AND UNLESS OIH(RYIS( LOCA IED ON Illif D[S10 N, POSITION CONN(C ICBS PER O O Q O ONAYINGS 130. 160 AND 160 A -F. AN ENOIN((I'S St AI ON IRIS OSAYINO A►PLIIS OILY 10 111( DESIGN F OF C AUE� Of INE TRUSS GE►TCIED 11M AND SHAH 001 BE RELIED UPON IN ANY OILIER WAT. -5,-. 1 G - REF R992 DATE 03/19/98 DRW CDT 12 SEAN 25458 FROM POC TC LL 30.0 PSF TC DL 15.0 PSF OC DL PSF DC LL 0.0 PSF 'k TOT.LD. 50.0 -15 PSF OUR. FAC. i. SPACING REF R992 DATE 03/19/98 DRW CDT 12 SEAN 25458 FROM POC [� 1 . . CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL 1S ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. ` WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2X8(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WED. APPLY (1) SCAB TO EACH FACE OF WEB. ALPINE T ATTACIIEO STRUCTURAL PI +IMPORTANT-• I'URNISH :NGINCCRED PRODUCTS, HNC. ANY T•AILURE TO BUILD THE i, SHIPPING, INSTALLING AN INS Of NDS (NATIONAL DESI �' SSOCIATIO") AND TPI. ALPIN okS NOTED. APPLY CONNECIi S. DESIGN CI BLISIIED BY -TII %DE OF 20GA A TRUSS AND, I. •Z. TIIC SEAL I T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 18d NAILS AT e" O.C. BRACE IS A MINIMUM 807. OF WEB MEMBER LENGTH T -BRACE OR L -BRACE a SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 8" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH I . Q��niJ�u*ATi1S DRAWING REPLACES DRAWING 679,640 G. INSTALLING DPY IPI SS �10 LL PSF REF CLB SUBST. RACTICES 10 SHALL HAVE D RIGID ' LAj DL PSF DATE 06/25/99 DRWG BRCLBSUB0699 CONTRACTOR N FROMTHIS 0: N0. r. S DL PSF -ENG MLH KAR Tit APPLICABLE LL PSF FOREST AND 1940 GALV. STEELT.LD. ERVISE LOCATED ON IOICi �% �IVI� �Q' 9rF�F.CAL�Ep�`� PSF YWING COMPWNT DUR.FAC. yU1L01NG D.E. SPACING m • ' 1 x wt TRUSS BRACING/BLOCKING DETAIL nuc nor. nOrnAnrn rMnu ...._ -..- ..,.•� ... w.�r o.cn Inry I UAW 0 UInU13111M]) Su0r1111tU Of IMU55 RIR. TRUSS BRACING/EiLOCK1NG DETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE 1RUSSES, AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SI-IEAR LOADS. (A) 2X4 13 IIEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH Willi (2)-16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACIIED AT 00111 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. Oy�— TRUSS (P> r 4 (A) (M) HEIGHT OF (D) TRUSS AT (T) ((D) A SUPPORT. (d) / (DD) �'- VERTICAL WEB BEARING WALL SECTION S -S 1 (D) 2X4 H.F. 03 OR BETTER DIAG0 BRACE. APPLY IN PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SIIOrIN• (P) SHEATHING APPLIED TO TOP CHORD. BRACE MY BE LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED DN TRUSS DESIGN. (14) IF TRUSS HEIGHT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. 8 o APPROX. 45' (BB) BLOCKING TO BOTTOM CI10M. OVER SUPPORT, II.F. 03 OR BETTER 2X SIZE OF DOT -10M CIIORD. PLT TYP. Wave TPI -95 Design Criteria: TPI-95(TO CA - 1 - R - •IRACI G. ;IFIADt0IN11-011R(HANDLING INSIALLIBCB BAID BRACING). PUBLISHED BYN111N(IRUSfNIAI( tIOQ IALLIG AND F Nq! TC LL REF R427 Q Q INSIIIUIE, tq OWN DR.. SUIII 100. MADISON, YI S)IIP), F04 SAFfIV PIACIICIS PRIOR 10 4Q p1� W. Ey /IAFORMING IVIS[ ►01C1101S. UNLESS OIHtRVIS( IAOICAI(D. ,o► CHORD SVALt HAVE PROFIAIY AIIACHEO 'ma c TC OL DATE 1/12/94 0 SIAVCIURAI ►AAIIS. B011OM CNOAD sxALL RAVI A PR0►IA[Y AIIACH(D RIGID CI(LING. Z D C D L L " IM►ONA. , IONNISN A CO►T Or IRIS DESIGN 10 IN( INSIAIIAIION CONIRACIOR. At►IAI ENOIN(t0. ALP T n ►AOOVC IS, INC. SNAIL 101 B( RESPONSIBLE FOR ANY D(VIAIION FROM IRIS D(SIG1; ANY FAIL VII 0 OZ�T�RUS�S O 1U 110 1N( IRVff(f 11 CDNFORMARC( YIIN tri: OR FABRICAIINO. HANDLING. SHr►ING. INSIAU AI10 OR 0 C L L 1RACING Or IAO SfI f, IN 1S DIS ION CO BF OA Mf -III AMICABLE ►ROrIfIONS Of NOS IY AIIONAI O(trcf f1cc if ICAI101 rola SNID lY ENI AM(R ICAI FORM AND ►APIA ASSOCSAIION) AND Irl. AtflYt TOT .1-0. DRW 3,048,634 CONA(CIOAf AN( MAD( OF IOCA ASIMAft)C0.)/ CAIF. $I(IL. ISC(r1.Af 101(D. Ar►LY COMAtC10RS 10 LpC�V IL DRA:INCfFACAD$O.II50 AND1Sf0AA[fs OA NIIACINI(ICfICD S(AINONHIS INISISIGN. FOSItION ORAYIRC A/1l 1I SCONLYCI00.111(ID[SICN l� Of C ILA D U R .FAC . CA -ENG / C W C O O O O or INE IAVSI OIIICI(O NIR( ARO SHALL 101 B( R(LIIO UPON IA A1r OIMEI YAY. SPACING S E E ABOVE -,:, —/(v - O/ 14 1 CALIFORNIA H PERMANENT BRACING START OF TOP CHORDLAT TOP CHORD. PURLINS. EXTENSIONS. (SLOPING (TYPICALX /(CONTINUOUS) TO FLAT) y1 * SET A BACK L R TVI START OF TOP CHORD EXTENSIONS. (SLOPING I'D FLAT) BRACED DAY A ROOF SHEATHING. PERMANENT DIAGONALS FORM BRACED • BAY. REPEAT AT ALL HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF PERMANENT DIAGONALS FORMING BRACED BAY AT THE #I HIP CAN BE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: 1) THE CONTINUOUS TOP CHORD PURIJNS ARE ATTACHED TO THE FIAT TOP CHORD OF THE g1 HIP. 2) )TIE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED STRUCTURAL PANELS SECTION -A-A FIELD APPLIED OR BUILT-IN CRIPPLES CRIPPLE IN PLANE CRIPPLE OF TRUSSES SPACING COMMON `C) (D) SETBACK C r I * (B) ) (B) (B) I (B) (D) (B) (D) (D NOTE: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE NORPTRUSSILFABRICATOR. "PERSONS DESIGNER THE TRUSSESTARER. CAUTIO JED TO SEEK ADVICE OF A LOCAL PROFESSIONAL ENGINEER REGARD NG CONVENTIONAL FRAMIffvvG. *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURATION FACTOR REQUIRED. I THIS DRAWING REPLACES DRAWING CDI10 * SET BACK T BRACING DETA CRIPPLE SUPPORT LAYOUT SETBACK n i sr•rnArs< COMMON TRUSSES t CALIFORNIA HIP SYSTEM TRUSSES �y1111P PITCHED AND SHEATHED B CHORD AREA. o -CRIPPLE (C). SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FLAT TOP CHORD AND EXTENDED TOP CIIORD. USING 3 - Od COMMON TOE NAILS OR 2 - !Od COMMON NAILS THROUGH FACE. SECTION B -B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING ^i FOR CRIPPLE SPACING. (B) CHORD EXTENSION (TYPICAL) 111 N2N3114115N6 #1 HIP GIRDER �SE'fDACK� SEE CA -HIP ENGINEERING / FOR JACK TYPE USED. (B) PURLINS SPACED 24"O.C. TYP. (CONTINUOUS 2X4). (C) CRIPPLES SPACED 40" D.C. TYP. (D) BUILT-IN FILL CRIPPLES (HORIZONTAL MEMBER OPTIONAL) PLAIE�IN PRIOR 10 PROPERLY CEILING. ALPINE EI DESIGNI A HANPROMS O1 PAPER AS EXCEPT A THIS DESI ACCEPTAN (HANDLING INSTALLING AND BRACING). PUDLISHED BY 101 (TRUSS ISU11SRI IE �V 'r�V(� TC LL PSF REF. UALII'. ICIDNUNLES OHMADISON, WIEINDICATED, TOPCIR]RD SALLHAVE PANELS AND BOIION CIRIRD SHALL HAVE A PROPERLY C DL PSF DATE Hs 25 AITACIIED RIGID SII A COPY Or THIS DESIGN 10 TIIE INSTALLATION CONTRACTOR. IC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION rROM THIS W �7r C DL PSF DRWG HRCAL, IBRACING 10rCT ICONFORMS 4r N0. ANDHE USSESNCEDESIGNlli WITHTAPPt[CABLE Z LL P$F -ENG ESIGH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PINE CONNECTORS ARE MADE OF 20GA AS1N A633 GR40 GALV. STEEL CIORS TO EAC14 rACC Or TRUSS AND, UNLESS OTHERWISE LOCATED ON T} OT.LD. * PSF IGINEERING RESPONSIBILIT60 Y SOLELYAFORNTHEI THIS COMPONENT TES AND USE Or THIS COMPONENT FOR ANY PARIICULAR BUILDING9lFt7 ePl CIVI1. \Q, DUR.FAC. DESIGN .1993 SECII(IN 2- `1f k)IMILDING SPACING jm� COMMON TRUSSES t CALIFORNIA HIP SYSTEM TRUSSES �y1111P PITCHED AND SHEATHED B CHORD AREA. o -CRIPPLE (C). SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FLAT TOP CHORD AND EXTENDED TOP CIIORD. USING 3 - Od COMMON TOE NAILS OR 2 - !Od COMMON NAILS THROUGH FACE. SECTION B -B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING ^i FOR CRIPPLE SPACING. (B) CHORD EXTENSION (TYPICAL) 111 N2N3114115N6 #1 HIP GIRDER �SE'fDACK� SEE CA -HIP ENGINEERING / FOR JACK TYPE USED. (B) PURLINS SPACED 24"O.C. TYP. (CONTINUOUS 2X4). (C) CRIPPLES SPACED 40" D.C. TYP. (D) BUILT-IN FILL CRIPPLES (HORIZONTAL MEMBER OPTIONAL) PLAIE�IN PRIOR 10 PROPERLY CEILING. ALPINE EI DESIGNI A HANPROMS O1 PAPER AS EXCEPT A THIS DESI ACCEPTAN (HANDLING INSTALLING AND BRACING). PUDLISHED BY 101 (TRUSS ISU11SRI IE �V 'r�V(� TC LL PSF REF. UALII'. ICIDNUNLES OHMADISON, WIEINDICATED, TOPCIR]RD SALLHAVE PANELS AND BOIION CIRIRD SHALL HAVE A PROPERLY C DL PSF DATE Hs 25 AITACIIED RIGID SII A COPY Or THIS DESIGN 10 TIIE INSTALLATION CONTRACTOR. IC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION rROM THIS W �7r C DL PSF DRWG HRCAL, IBRACING 10rCT ICONFORMS 4r N0. ANDHE USSESNCEDESIGNlli WITHTAPPt[CABLE Z LL P$F -ENG ESIGH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PINE CONNECTORS ARE MADE OF 20GA AS1N A633 GR40 GALV. STEEL CIORS TO EAC14 rACC Or TRUSS AND, UNLESS OTHERWISE LOCATED ON T} OT.LD. * PSF IGINEERING RESPONSIBILIT60 Y SOLELYAFORNTHEI THIS COMPONENT TES AND USE Or THIS COMPONENT FOR ANY PARIICULAR BUILDING9lFt7 ePl CIVI1. \Q, DUR.FAC. DESIGN .1993 SECII(IN 2- `1f k)IMILDING SPACING 5 -��-0 RAFTER CEILING JOIST LIVE LOAD (PSF) DEAO LOAD (PSF) DURATION FACTOR RAFTER SIZE GRADE MAXIMUM CLEAR SI3AN W 1.5X3 STANDARD JACI( DETAIL SPACING 24" O.C: DCFI_ECT1014 CRI1CItIA: ' (LIVE LOAD) RAFTER SLOPES < 4:12 L/240 RAF•.TER SLOPES > 4:12 < 12:12 = L/180 CEILING JOIST = L/240 i IT IS THE RCSPONSIBILITY OF TIME DUILDING DESIGNER AND IIiUSS FABRICATOR 10 REVIEW 'THIS ,DRAWING PRIOR TO CUTTING LUMBER 10 VERIFY THAT ALL DATA, INCLUDINGDIMENSIONS I(� AND LOADS, CONFORM TO THE ARCHITECTURAL SPECIFICATIONS UI AND FABRICATOR'S TRUSS LAYOUT. W I.5X3 2X,I HEM -FIR STANDARD RLOUIRED IF RAFTER NOT '- SUPF)OR1L•'D' AT END I?AI-'IEI? SLOPE <4:12__ 16 IG 30 30 10 15 10 15 25% 25 15% 15 O SLOPE> 4: I SILT t I Z;l'� CEILING JOIST 1 (i 16 30 30 IU 15 10 15 5 25%' 25% 15% 15% 1.00 --MAXIMUM CLCAR SPAN -- 2X4 #1 FL 9-2-0 0-7-0 7-11-0 7-5-0 _ _ 8 -II -0 0-4-0 7-10-0 7-5-0 CN iI" 0=9-0 2X4 SS FL 9-G-0 B -II -O 0-5-0 _ 0-0-0 0o 9-3-0 0-7-0 0-2-0 7-10-0 in 9-0-0 2X6 1 FL 13-4-0 12-6-0 10-9-0 10-2-0 _ _ 12-3-0 11-6-0 10-9-0 10-3-0 13-11-0 2X6 SS FL 13-11-0 13-1-0 11-10-0 11-4-0 _ 12-0-0 11-11-0 11-4-0 10-10-0 13-11-0 0 0 0 0 0 0 o 0ATRUSS IN O C=3O AT 0C=30 0O oo CN iI" op (111 Mi oo nr 0o ru 0 0 0 0 0 0 in WING-- TRUSSES RCUUIRC CXIRCIIC CA1:1: UI IIAl111LIt4*. SIIuTRnI. INSIM.6116 A1111 UIIAIINU. 10 I110-91 (HANDLING INSIALLINrs AMI DI:M:11.11J, ruOLIS11ER DY IPI (IRUss r1.All: IDIS, $93 WONUrR10 IIP., SUIIC 200, IIAIIItl111. VI 5.17191, rUR sArr.1Y I*RA1'IICCS PRIOR RrORHING Item r11NC11aNs. timr.SS owt.RVISC IIIDICAIEU, 1tIP CIIURD SHALL IIAVC 1'RlIPC11LY NCD SIRIX IURAL PANELS AND DUIIUH CUIO111 SIIALL IIAVE A PRUrCRLY AIIACIICD RIGID CEILING. DRIAIII.. rURNISN A CUPY Or 11115 DCS1611 IU TIIC IIISIALLA1111N C0111RACIUR. ALPINE A5RED PRODUCTS, INC, SHALT NO1 !C RCSPUNSIOLC rUR ANY DCVI.IIIUN rP.11ll IVIS UCSIGNI AILURO TU RML) 111E IRUSSCS IN CIX$URI 'IAM -1 Vllll 1P11 1111 IWIULII(G. sillrPInG. (LING AND IRACIIIC� Ur IRUSSCS.IDESIGN r111R'IDIIIS VI11I APIM-►rADLC PPIMSIUHS Ilr tells PI. AAL LPIIIICG CON14ECIO t ARI: IIAD[ UrWILGZ06AlASli#NA653 r,R �iR ALV. SlC[il rXf EPI AS 191i[D. COPO4ECIURS IU CAM rACE or TRUSS AND, NNLISS UNIr.RVISC ItICAIEIl UN IVIG IIENGN, 414 CIPIRLCIURS PER DRAVI144S 130. 150 MIR I60 A -r. Ali L'11rilllrlws Sim. (RI 11gt, I1f ArrIICS UNLY III Int 11CSIGN IR' II( IRIISS DEPICIEU 11LRr ANU SHALL IIUI Dr. VELIEU IN ANT 0111ER VAT, of C/VIE �P FOf CALIfO�� JACK DETAIL REF DATC rev 7/15 DRWG CD101 -ENG PIGGYBACK DETAIL THE DETAILS BELOW ARE ACCEPTABLE FOR THE FOLLOWING WIND CONDITIONS: 80 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HGT, SBC, SEE HIB -91 SECTION 13.2.1 FOR DIAGONAL LOCATED ANYWHERE IN ROOF. 100 MI FROM COAST. ENCLOSED BLDG, LOCATED ANYWHERE 1N ROOF BRACING. CAT 1. EXP C, WIND TC DL=5.0 PSF, WIND BC DL=5.0-PSF. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DETAIL A DETAIL B FLAT TOP CHORD < OR = 12' —1 N— '-- FLAT TC BRACING PER DESIGN PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON NAILS. + 12" MIN RIGID SHEATHING OVERLAP WITH 8d COMMON OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. FLAT TOP CHORD < OR - 20' \/\\4' /l CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH C DETAIL 3X8 TRULOX PLATES (EACH FACE) AT EACH END AND 1/3 POINTS. ALPINE 62PB PIGGYBACK CONNECTOR PLATES OR 8x8 PLYWOOD GUSSETS MAY BE USED 1N LIEU OF TRULOX PLATES. ALPINE PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) IOd COMMON NAILS AND SECURED WITH 2X4 #3 GRADE SCAB (1 SIDE ONLY) ATTACHED WITH 10d COMMON NAILS AT 4" O.C. ye,9� No.C5 2_ CIRCLED NUMBER INDICATES REQUIRED NUMBER FLAT TOP CHORD?< OR = 30' OF 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. SEE DRAWING 160 TL FOR TRULOX INFORMATION. ALTERNATE CONNECTION 4 (4) Bd COMMON NAILS EACH FACE ----- e" X 8" X 1/2" PLYWOOD OR OSB SPAN RATED 24/0 GUSSETS EACH FACE. ATTACH WITH (8) (BRACING 8d COMMON ( .113x2" ) NAILS PER GUSSET. (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. F-1— KULK ;U HIU-VI (HANULING INSTALLING AND BRACING). PUBLISHED BY 1P1 l7R6SS S FDR.. SUITEMADISON, TC LL PSF REF I3 RIAPRACTICES) FOR SAFETY R 70PERFORMNGTHEESEFUCIONSUNLESS OTHERWISE INDICTED. OP CHORD SHALL HAVE 'ERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY Al1ACHED RIGID TC DL PSF DATE 3/5 99 NEGENGINEEREDTPRODUCTSRINC SHALLN07BETHIS RESPONSIBLE FO10 R ANYIDEVIATION ALLATION FROM THIS BC DL 581,670 GN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. PSF DRWG ' SLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE 'ISIONS OF NOS tNATIONAL BC LL PSF -ENG SJP/KAR DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND R ASSOCIATION) AND 1P1. ALPINE CONNECTORS ARE HAVE OF 20GA ASTH A653 GR40 GALV. STEEL PI AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED TOT.LD. MAX 60 PSF ' ON DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES PTANCE OF PkUFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS DUR.FAC. 1.15 ' COMPONENT ;I1 SHOWN IIIE SUITABILITY AND USE or THIS COMPONENT FOR ANY PARTICULAR BUILDING + s Tv T u r r s i Ia SPACING 21,0" 39 a C.. M N N o� N co rn 0 z (MATT0504-AZEVEDO - MATTERA - A1.15, SCIS TOP CHORn 7�e nr - , BOT CHORD 244 DF -L #1 WEBS 2x4 DF -L Standard ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER --------------------------------------------------- TC ________________________TC 75 LB Conc. Load at 5.00, 10.00 THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT APPLIED TO MEMBER(S) WHERE INDICATED. AT'EACH LOCATION OF SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL 250# AS REOUIRED BY UBC -97, TABLE 16-8 CATEGORY 13. Q w A-= w z 6J3X4(F3) 615X4 = c.5 w 613X4 (F3) 1% l THIS DWG PREPARED,FRON COMPUTER INPUT (LOAns R nimcucTnue, ci."..•r — , PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00'• OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. E �� 1 1 m p' 7-6-0 7-6 0 ¢ I x_15,0-0—Over-2—SuPpor_ts__, I R-738 W=5.5" R-738 W=5.5" o M PLT TYP. Wave TPI -95 R T LoneellowLumber "WARNING`• TRUSSES RFOUIRE EITRENE CARE IR FAOpICATIO),ery Design n11GCriteria: 5H pe Gi aIISTATPI ANDT i 9 Loleo rLveDLC, ChiCO CA 95928 BRACING• REFER TO HIB -91 (HANDLING INSTALLING AND BRACING PUBLISHED BY TPI INSTITUTE, 583 D'OHOFR IO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES TRUSS PRIOR ATE PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AITACHEO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED flIG10 CEILING. G'l1 PRODUCTS. "IMPORTANT -- SMALL FURN11107 SH ABE0RESPONSIBLEPY OF THIS DFOR GN ANY THE DEVIATIONLATION FROM THISTDESIGN: AtPIRE AILUREFT0 ALPINE BUILD THE TRUSSES Ill COHFORHANCE WITH TPI: ON FABRICATING. HANDLING, SHIPPING, INSTALLING AIID BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF UDS (NATIONAL DESIGN CONNECTORS TON ARE PUBLISHED BY 20GATHE ASTHNA653AGR40REST AND PAPER GALV. STEEL. EXCEPT AS NOTED. iAFPIY ALPINE CONXECT00.5 TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, p051 T1011 CONNECTERS PER DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Q p� EOgiR�TEd 117CId11CiS U1C, RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SBC[3met110, CA 9$E2$ ' COMPONEtIT FO9 ANY PARTICULAR BUILDIRG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSE/TPI 1-1995 SECTION 2. .L 141 Dt/VGe%i Q 19.5a CA - 1 - - - F Scale =.25" Ft. �LOFES S/pTC LL 16.0 PSF REF -R427--15461 TC DL 10.0 PSF DATE 08/30/01 r BC DL 7.0 PSF DRW CAUSR427 012420]1 BC LL 0.0 PSF CA -ENG LVT/CWC 4ww * TOT.LD. 33.0 PSF SEON - 46412 � oaf CA1 DUR . FAC . 1.25 FROM GA SPACING 24,0" ' r ; �4. ' f •a '� s S .Gj�. • , a �fo ` r S � rs.. TT0504-AZEVEDO - MATTERA - 81 25' DGE/TSC TOP CHORD2x4 OF -L #1&Bet. BOT CHORD •2x6 OF -L SS :B2 2x4 OF -L #1&Bet.: WEBS 2x4 DF -L Standard :W3 2x4 DF -L #l: :Rt Wedge 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER ----------------------------------------- TC From 85 PLF at 8.00 to 65 PLF at 17.00 8C - From 21 PLF at 14.54 to 21 PLF at 25.00 TC 555 LB Conc. Load at 17.00 (H1) BC - 1283 LB Conc. Load at 15.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 48.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/I80.00 TOTAL LOAD. TRUSS TRANSFERS 272.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS>>> THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS)=SUBMITTED BY TRUSS MFR. NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 6'• o.c. BOT CHORD: 1 ROW @ 12" o.c. [WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING, NEGATIVE REACTION(S) OF -985# MAX. (SEE BELOW) REQUIRES UPLIFT CONNECTION. CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAD. (A)—CONTINUOUS LATERAL_BRAC.ING—EOl1AtLYzSP-ACEO�ON—MEMBER. W5X14 0 W1.5X4 III ** THE MAXIMUM HORIZONTAL REACTION IS 6900# ** W1.5X4 01) REf6M CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM 12 CHORD. S-IMPSON HUS26--SEE SIMPSON CATALOG C-2001. N ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER — --------------------------------------------------- TC - 75 L8 Conc. Load at 5.00, 12.50, 20,00 IC=3 o I -HIS TRUSS DESIGN HS616 - W5X4(R) In 1 W3 — ED FOR SPRINKLER - LOADS WITH DEAD WEIGHT 6 oc L —PPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF (R) 6 Q ;PRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL !16X4 /// w 150# AS REQUIRED BY UBC -97, TABLE 16-B CATEGORY 13. � W5XB(F5) o C-1 C-3 z c.5 z C-1 C-3 z (� 9-0-0 I¢ I 7-6-0 R=5082/-986 W=5.5" ¢ Rh=6901/-6901 C=) PLT TYP- High Strength,Wave TPI -95 Longfellow Lumber "WARNING`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. uAHOgL HGC SN pp ciaxs7ATPING pHpTD 9 LOTe11 Avenue, CILICO CA 9592$ BRACING. ACING. REFER TO HIB -91 (HANDLING 1NSTALIING ANO BRACING PUBLISHED BY TPI I INSTITUTE. SBJ D'O110FRf0 OR., SUI iF 200, MADISON. N1 53719), FOR SAFETY PRACTICES UPR !O0. ATO C=> PERFORMING TIIE SE FUNCTIONS. UNLESS OTHERNI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED C=) STRUCTURAL PANELS, BOTTOH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. RTANT— F C\1 •PRODUCTS- IMC. SHALL INOTABE THISORESPONSIBLE DESIGN ANY THE DEVIATIONL FROHIITHISTDESIGN: ALPINE FAILURE ENGINEERED A OF L P I N E BUILD THE TRUSSES III COHFORMANCE WITH TPJ; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS OFS1611 CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPE CI FICATIOR PUBLISHED BY TIIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE E U•-" E ACEACH C01111[CTOROF S ARE HAOE OF 20GA ASTM A653 GRAD GALV, SIEEI. EI CERT AS NOTED. APPLY COIINECTORS TO ISR gWINGSE160 V So, ATA-ZHEUNLESS OA OTHERWISE I DRAWLOCATED INOIC ATES ON SACCEPTANCEPOSITION PROFFSSIONAL CONNECTOR FU6]NEER ING 71IIC FD f to ATgS88S, IIIC, R E HP011S 1B1L[TY SOI ELT FOR THE TRUSS COMPO NENT DESIGN SHOWN. THE SUI iABILITY AND USE OF 71115 SaaDFDeato, CA 95$2$ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING BE !GOER, PER ANSI/TPI 11995 SECTION 2. , 147X6(R) 2 F/ \ W2. 5X4 146X6= 141,5X4 III 412.5X4 - i -U -U 9-0- -0-8 10-5-8 "�' I 19.5 a`C'A{ L� DA /O1 DR CAU R427 01243001 I FESS/p �2ey C6. TC DL �Sf 10. °SF FROM GA 0 � BC DL 7.0 PSF P9 8C LL 0.0 PSF * TOT.LD. 33.0 PSF / CIY[1. �fCA1SF DUR . FAC . 1.25 SPACING 24.0" 12 + 3X4 (C3) 14� 4!6X4 (C3) Ge 1-0-0 R=6046/-643 W=5.5- IVe1 .1875" Ft. w 15462 DA /O1 DR CAU R427 01243001 CA -ENG LVT/C14C SEQN - 46417 FROM GA ci TTO504-AZEVEDO - MATTERA - B2 25' TSC I TOP runun o .w BOT CHORD 2x4 OF -L'#1 WEBS 2x4 DF -L Standard ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER --------------------------------------------------- ---------------- TC - 75 LB Conc. Load at 5-00, 12.50, 20.00 THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT APPLIED OWHERE ATION OF SPRINKLERSUPPORT, LOADHASIBEENAE INCREASED FOR ANACH CADDITIONAL 250# AS REQUIRED BY UBC -97, TABLE 16-8 CATEGORY 13. Q w W06 (I w z w z ri. W4X12 0 t42 SYe = W 7 X 6 (R) /i THIS ONG PREPARED FROH COMPUTER INPUT (LOADS x nTAlrllclnuc, PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C�(-A-)—CONTINUOUS LA.T.ERAL_BRAC-I:NG=EQUAL°L.Y_SP_hCED�ON_MEFIB:ER, IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE ALL FLAT TC @ 24'.00" OC, ALL BC @ 48.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 9-0- -6-0 R=1132 41=5.5" 0 PLT TYP. have TPI -95 ~9 LOTen A—ue, Chico CA 95928 0 O ALPINE C.� ¢ ?ine Engineered products Inc. Sacramcn10, CA 95828 7 -0 - W2. 5X4 — W4X4(B1) — 1-0-0 9-0-0 0-5-8 R=1198 W-5.5" "NAR MING•• TRUSSES REQUIRE E1 Tq EIIE CARE IN FABRICATIOND,e NANULIxG C SHIP DNGi ai NSTALLPj HG AND INSTITUTE.REFER To 583 D-0110FRTD DR1. SUITE 200ANDLING ?ALLING MAO [SORIIDNBRACING). 19), PUBLISHEDFOR BY PTPI RACTICES PRIOR PLATE PERFORMING THESE FUNCTIONS. UNLESS OTHER* 15E IND ICAIED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ••1MPORTANTI•NELS. FURNISHOM CHORD A COPY OF IITHISALL MAY DESIGNPTO THE YINSTALLAIIONGCD CC LIPS. CRACTOR. ALPINE ENGINEERED 8UILOC THE TRUSSESAIN CONFORMANCE LL NOT BE UWITHLTPIOROR INSTALLATIONDEVIATION HANDLINGM 7HI S SHIPPING, ANY INSTALLINGFAILURE AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIORAL DESIGN PECIFICATION BY CA COCR NNECTORS ARE PMADE SOFUZOGATAS7H A653AGR40RGALV. EST USTEEL. EICEPTI AS l NOTED. D PAPER ASSOCATON) AND7APPLYPI.ACLPINE ONNECTORS TO E OF DESIGN, PS 1100 CONNECTOS PER DRAWINGS160 ARZ, ATHEUSEAL SON TTHIS (DRAWING LOCATESE INDICATES SACCEPTANCE OOFTPROFESSIONAL R ENGIVEERING RESPONSID IIITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS -THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION Z. .m ` 1 t� Z *4C'_ CA 1 - - F Scale =.187,x" Ft. TC LL 16.0 PSF 5DR R427--15463 TC OL 10.0 PSF E 08/30/01 BC OL 7.0 PSF CAUSR427 01242032BC LL 0.0 PSF ENG LVT/C4lC TOT.LD. 33.0 PSf SEEN 46425 . DUR.FAC. 1-25 FROM GA SPACING -24.0" TT0504-AZEVEDO - MATTERA - B3 25' COMN TOP runon �..A BOT CHORD '2x4 DF -L #1 WEBS 2x4 OF -L Standard ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER ---------------- --------------------------- IN (TC - 75 LB Conc. Load at 5.00, 12.50, 20.00 THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT Cn APPLIED TO MEMBER(S) WHERE INDICATED.' AT EACH LOCATION OF � SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL cz 250# AS REQUIRED BY UBC -97, TABLE 16-8 CATEGORY 13. z W3X6 p td2sxa = E- r Q O Ys.. THIS DWG PREPARED FROM COMPUTER INPUT (IOAn, R niMrmly n—, -. _I --- .....-„ .. I , as .—. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3,3. (A)—CONTTNUOUS`CATERAL BRACING COUALLY`SPACED`ON'MEMBER: DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF 8C LIVE LOAD PER UBC. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. TRUSS SUPPORTS.240# ME.CH—UN.IT; UNIT CENTERED AT 12-6-0; SUPPORTED BY TC; UNIT NI H-2-4-1; SUPPORTED BY 3 TRUSSES. W 3 X 6 0,, W4X4(B1) 1-0-0 W3X8= 414X4(81) ca 1 1 n w z L_ 9-0-0 1 7-0-0 I 9-0-0 I Q � 25-0-0,0_v.er 2 SOpports - R=1273 W=5.5" R=1218 14=5.5" M PLT TYP. Wave TPI -95 R r� ::f Lumber '•WARNING•• iRU55Es REQUIRE EXT0.EHE CARE IN Design e ry ND�LIINGC SHIPPING.?ria: 1 HT I ( DTD 1 , Chlor CA 9592$ BRACING. REFER TO HIB•91 (IIANDLIH6 INSTALLIIIG AND Bfl ACItIG), PURLISHEO BY TPI 111 STITUTE. SB3 D'ONOFRIO DR., SUITE 200• MADISON. W1 53719),FORSAFETY PRACTICESUPRIOR ATO�PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICAT ED, TOP CHDRD SHAL! HAVF PpOPERLY ATTACNEO 0 -STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY AT7ACHED RIGID CEILING. ni PRODUCTS, INC. `IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THEINSTALLATIOII COOTpACTOR.ALPINE EN61NfERED BUILD THE TRUSSESAIN CONFORMANCELL NOT 8( OWITHL TPIORORANFABRICIATION HANDLINGFROM S DESIGSHIPPI: ANY TO OC I N E BRACING OF igUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS(NATIONALDESIGNSPECIFICATION PUBLISHED BY THE AMERICAN FOREST AMD PAPER ASSOCIATION) AND 7P1. ALPINEEACH CONNECTOROF S ARE MADE OF 206A ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. AP PLT CONNECTORS i0 ORAVINGSf 160 A.Z. ' ATHE ND USEAL SON THISi DRAWINGSE T INDICATESED ON SACCEPTANCEDESIGNOOf PROFESSIOHAL SITION Co RS PER ENGINEERING da PfOduLyS In O. RESPONSI BILItY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CA 95828 ' COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ApSI/TPI 11995 SECTION 2, 6*=8 -53 (MATT0504-AZEVEOO - MATTERA - [DGE] 84 25' DGE/DRAG [:Lt CHORD 2x4 DF -L #1&Bet. CHORD 2z6 DF -L #2 :82 2x4 DF -L #1&Bet.: j WEBS 2x4 DF -L Standard cli M Wedge 2x4 DF -L Standard::Rt Wedge 2x10'DF-L #2: coo PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Ca ADDITIONAL LOADING PER TRUSS MANUFACTURER ------------ ------------------------- _ TC - From 85 PLF at 8.00 to B5 PLF at 17.00 cNo BC - From 21 PLF at, 0.00 to 21 PLF at 12.00 c i TC - 555 LB Conc. Load at 8.00 c:' (H1) BC - 1009 LB Conc. Load at 12.00 0 z ** THE MAXIMUM HORIZONTAL REACTION IS 6927# ** (H1) R£Y0g CONNEGTI'ON FOR TRUSSES FRAMING FROM THE BOTTOM CHOIR D�SI�N_HUS2-6fj SEE SIMPSON CATALOG C-2001. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72,00" OC. ADDITIONAL SPRINKLER LOADING,PER TRUSS MANUFACTURER --------------------------------------------------- TC ---------------- ____TC - 75 LB Conc. Load at 5,00, 12.50, 20.00 TRUSSTHIS AD WEIGH APPLIEDTO MEMBER(S)FWHERERINDICATED. ATIEACH TH ELOCATIONTOF NSPRINKLER-SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL c—!50# AS REQUIRED BY UBC -97, TABLE 16-B CATEGORY 13. Q 0 x ra w w w z c7 z w w w c'"PLT TYP. Wave TPI -05 ) 1ATe7�I AA-n.c CkiCO CA 95928 ,I o O N ALPINE c.5 ¢,)ine Engineered Products, . Inc SOcrameoto, CA 95828 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. NAILING SCHEDULE: (0.131x3.0_g_nai15) TOP CHORD: 1 ROW @ 6" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. NEGATIVE REACTION(S) OF -1019# MAX. (SEE BELOW) REQUIRES UPLIFT CONNECTION. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TRUSS TRANSFERS 272.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS>>> W3X6 0 W3X8 = W3X6 \O W4X4(C3) W6X4(C3) =- 1-0-0 1-0-0 W4X6 WU8 - W4X4 (C9) W8X8(C9) R=5813/-866 W=51 Rh=6928/-6928 —'" Design Criteria TPI (S ino IRUS5E5 REQUIRE EITREME [ARE IN FABRICATION. HANDLING. SHIPPING, -j BRACING." ANO BRACING. REFER TO HIS -91 (HAIIDLING INSTALLING AND BRACING), PUBL ISNED BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRIO DR „ SUITE 200. MADISON, V1 57719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .PRODUCTS. �IMPORTAII INC. SHALL I NOTSH ABEORE SPONSIBLEOF THIS DFORIATIONFROMTHISDESIGN; DESIGN TDEY RSTALL HTALPINE EFAILUREE TOD BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WIEST TN APPLICABLE PROVISIONS OF NDS (NATIONAL LL DESIGN CONECTORS SPECIFICATION AREMADESOF D20GABY T ASTM HE MA653 GR40ERICAN RGAlV ANSTEELERE ICEPTIASINOTED'ID TP).APPALPINE NECi0A5 TO EACH DRAWINGS OF 160 AN1. AND UNLESS S09 THIS LSE LUCDRAWINGTEO ON INDICATESSDESIGN ACCEPTANCEPOSITION PROFESSIONALCONNECTORS ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 19.5a CA/ -11/ -/-/-IF QQ,a TC LL 16.0 PSF TC DL 10.0 PSF 0 .a��i' BC DL 7.0 PSF BC LL 0.0 PSF * TOT.LD. 33.0 PSF �gFC DUR.FAC. 1.25 SPACING 24.0" 5.5" Sckle875.° Ft REF R427--15465 DATE 08/31/01 DR W CAUSR427 01243003 CA -ENG LVT/CWC SEON - 46430 FROM GA •T • 04" is • - .k � •. ' " ` ~ L • , ' . , .r y A i Of• IS Y ,r • .'$ -, a • _ y� ti���N f � + � x= , ry {aa •t: v- Y y r cc 0 0 cc 0 0 J R_ 0 a a c7 z 0 a T O r -I 00 0 1PIA I I VnU4-A[tVtUU - MAI IEKA - LDGEJ B5 25' DGE/DRAG ) TOP CHORD 2x4•DF-L #1&Bet. BOT CHORD 2x6 DF -L #2 :B2 2x4 DF -L #1&Bet.: WEBS 2x4 DF -L Standard :Lt Slider 2x4 DF -L Standard: BLOCK LENGTH 1,500' :Rt Wedge 2x10 DF -L #2: PLATES DESIGNED FOR GREEN LUMBER PER NDS-97TABLE7.3,3. ADDITIONAL LOADING PER TRUSS MANUFACTURER ------------------------------ TC - From 85 PLF at 8.00 to 85 PLF at 17.00 BC - From 21 PLF at 0.00 to 21 PLF at 12.00 TC - 555 LB Conc. Load at 8.00 (H1) BC - 1009 LB Conc. Load at 12.00 (H1)0TCONNE-C-T10N FOR TRUSSES FRAMING FROM THE BOTTOM CHORD 'S.I.MP_SO.N_HUS26-`rJ SEE SIMPSON CATALOG C-2001. ** THE MAXIMUM HORIZONTAL REACTION IS 2989# -- ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER --------------------------------------------------- TC - 75 LB Conc. Load at 5-00, 12.50, 20.00 THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL 250# AS REQUIRED BY UBC -97, TABLE 16-B CATEGORY 13. MIS DWG PREPARED FROM COMPUTER_INP_UT (LOAD.S_8_D.IMENS.IONS):SU_BMITTED DY 1RU55 MFR. NAILING SCHEDULE: (12d—box—nails) TOP CHORD: 1 ROW @ 9" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TRUSS TRANSFERS 116.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS>>> IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC.@ 72.00" OC. W3X6 0 W3X8 = W 3 X 6 W04 (C5) =_ W3X6(C5) = W3X8= 8-0-0 W5X4(A2) W3X10 W 1-0-0 �► I L 9-0-0 I 7-0-0 I 9-0-0 I -- -25-0-0 =3932 W=5.5" Over 2 Suppor-ts_ Rh=2989/-2989 R=3337 W=5.5 PLT TYP- Wave TPI -95 Design Criteria: TPI STD 19-5a 1875" Ft. Longfellow Lumber 89 Lot Avenue, Chico CA 95928 • ALPINE Alpine Engineered Products, Inc. Sacramento, CA 95828 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (IIA1IDLIHG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 593 D'ON0FRI0 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERUISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, IMPORTANT•' FURNISH A COPT OF TNI5 DES IG1: TO THE INSTALLATION Cot, TIT ACTOR. ALPINE ENGINEERED BUILOPRODUCTHE TRUSSESALL NOT BE IN CONFORHANCEOU ITHLE FOR TPI: 00 Af7FABRICATING. HAY DEVIATION NDLINGS SHIPPING,ANY INSTALLINGETO AND BRACING OF TRUSSES. THIS DESIGO CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIF'CAT 1011 PUBLISHED BY THE AMERICAH FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COHIIECTORS ARE MADE DF 20GA ASTM A653 60.40 6ALY, STEEL. E%CEPT AS IIOTEO, APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTIIERV]SE LOCATED 011 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-7. THE SEAL BIT THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN 5110X11. THE SUITABILITY ANO USE OF TN15 COMPONENT OMPONE T1 FOR ANY EPARTICUCTION LAR BUILDING IS THE RESPONSIBILITY OF THE 0 UI LDING. DES IGNER. PEA .�.^vf % Q" "T1� W. *J� .O y 10 V+ r 5 r bli. MW * * II���}II��F{ s 4R�R�r v TIC B C B C TOT. L D D L L L LD. q 1 7 0.0 33.0 P� . 0fF - F P SF PSF D A R CA -ENG SEAN U2)--15492 C" .• 0 1 US 01243009 U T/ C —_�' - 23603 D U R . FAC . 1.25 FROM GA SPACING 24.0 " i (MATT0504-A2EVED0 - MATT RA C1 13' COIN I Inn THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R nTMFNCIne1cl C110—T— ) BOT CHORD 2k4 OF -L #1 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. WEBS 2x4 DF -L Standard C--' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC c"j ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER 24.00" OC, BC @ 72.00" OC. ---------------- ------------ TC - 75 LB Conc. Load at 3.00,•10.00 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT 10 PSF BC LIVE LOAD PER UBC. APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF W4X4 cNo SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FnR AN AnnT'rTnhlAI C-).250# AS REQUIRED BY UBC -97 CT C= z 0 a Q W w w z W2.5X4(B1) = '� I -o -o I-o•o C-1 .l— 6-6-0 I 6-6-0 U ¢ 1 - 1.3-0-0 Omer 2 15uppoits�" R=751 W=5.5" ¢ GV ' PLT TYP. Wave TIP[ -95\R " LOngfeHOw Lumber •'WARNING" TRUSSES RE OUI RE E%Tq EME CgRE IN iABRICATIONDesign ,eHANDLING.i SHIP D G1 aI1: T PI HI A 0 Laren Avenue, Chico CA 95928 BRACING, REFER TO HIO -91 (HANDLING 1NSTALI IMG ANO BRACING PUBLISHED 8Y TPI INSTITUTE. 583 D'ONOTRIO DR., SUITE 200, MADISON, WE 537191, FOR SAFETY PRACTICES UPRIOR SS ATO C=:) PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED p STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CV .. IMPORTANT— FURIIISH A COPY OF THIS DESIGN TO THE INSTALLATION CON7R ACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ITESIGII; ANY FAILURE TO '�ALP I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, HANDLING. DESIGN:SHIPPININSTALLING AUD M BRACING OF TRUSSES. S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 QALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 70 DRAWINGS A-Z.EACH FACE OF TRUSS. AUD UNLESS DTH ER4ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .Tine Engineered products, Inc. RESPOIISIB IL/TY SOLELYTf0R STHE EAL TR USS I CO HPOIW7E NT DESIGN ING INDICATES SHOWN�EP7A7HE SUITABILITYOpND USE 70iETMlS SamameDlO, CA 95$28 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2. R=751 W=5,5" I 1 � 9.5a CA(- 1 - s CL T" 0 0� B CA L g P S.F� r BC LL �.0 P 6303 * TOT -LD. 33.0 PSF C DUR-FAC. 1.25 o CauE° SPACING 24.0" Scale =.375"/Ft. F 7--15467 8130/01 'DRW+ AR 4 OdJ EN VT WC SEAN - 46 �2 FROM GA I CV TT0504-AZEVEDO - MATTERA - D1 47'6" DPSPEC TOP CHORD 2x4 DF -L,#1 :Ti 2x4 DF -L #1&Bet.: BOT CHORD 2x4 DF -L #1 :131 2x4 DF -L #1&Bet.: WEBS 2x4 DF -L Standard :W2 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. rz: ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER N TC - 75 LB Conc. Load at 5.00, 15.00, 25.00, 35.00, 42.50 ca rn THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL 250# AS REQUIRED BY UBC -97, TABLE 16-0 CATEGORY 13. W2. 5X4 WU4 7 r C„ W5 X6 W3X10 ; Ti Q A)t 0 4� q W2 w e WH14 z�i W3X6(A1) —=W3X8 W2.5X4 III Q> W4X6- z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSI INUOUS LATERAL B BY TRUSS MFR. 'IN—LI£U"OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 10 PSF 8C LIVE LOAD PER UBC. W2.5X4 W3X4 W2.5X4 A--� W 4 X 6 W2.5X4 III W3X6(B1) = 0 w 6-•0-0----J z 9 I 8-9-13 I �5-0-0='-8- 8-5-0 1 16-7-0 � 1 _f47--6--O—Over IR-2229 W=5.5" PLT TYP. Wave TPI -95 LoDgfellowLumbei '•WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATIOND.e N NDIIN6C SM IPP Gl �IIISTA1tPIII6 AND TD _9 Loren Avenue, Chico CA 95928 BRACING. REFER i0 N1B•91 (HANDLING INSTALLING AND Bpp[ING), PUBLISHED BY TPI (TRUSS PLATE RACTICES PRIOR TO OR A. PERFORMING HIflG THESEFNSTJFUNCTIONS.E SS SUITE 07 NE RNISE MADISON. INDTCATEO, TOP 3719). CHORD FORSAFETY FH HAVE PPROPERIY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C=) _ PY OF THIS �) PR 000Cp SAIII NC. SHAIIINOTABE ORE SPOILS]BLEDFORGNANY TO TDEVIATIOIlHE ALL FgOMAT[NTHISTDE516N; ALPINE LURE ETO ALPINE ^ } BUILD THE TRUSSES IM CONFORMANCE NI TH TPI; OR FABRICATING, HANDLING, SHIPPING• INSTALLING AND A L r 1 t BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICA0 LE PR OY IS TONS 0: NDS (NAT)DHAL OESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCI A710 Oi AND TP 1. ALPINE C'7 CONNECTORS ARE RADE OF 20GA ASTM A650 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ARO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER pine Engineered products, LTC RESPONSIBILITY SOLE LV THE F OR ST THE TR USS EAL 014 THIS COM PON ENT OESIGHTES S IONNCE PTA7HE SUITABILITY OANO USE ENGINEERING OFETHIS SBL7DInetllo, CA 9582& COMPONENT FOR AI7T PARTICUL Aq BUiI D (LIG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PE�1 ANSI/TPI J-1995 SECTION 2. R=2036 W=5.5" 19.5a 4 &M2M3 % b \'l - - F TC LL 16.0 OSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Ft. [MF 4211-llb DAT 0 f'O- @ DR4! CAOSR427 OCA -ENG LVT/ SEON - 46400 FROM GA (MATT0504-AZEVEDO - MATTERA - D2 47'6" DPTMSC TOP CHORD 2x4 DF -L_#1 BOT CHORD Zx4 DF -L #I :82 2x6 OF=L #2: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS hIFR. �(-A-)-CONTI-N000S-LATER-AL-BRAC-.N ORLLY`SPACED-ON-MEMBER. f IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE ALL FLAT TC @ 24.00' OC, ALL BC @ 24.00" OC. lo: ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. --------------------------------------------------- cli TC - 75 LB Conc. Load at 5.00. 15.00, 25.00, 35.00, 42.50 WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. `n SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING.AND INSTALLATION rn THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT OF TRUSSES. SEE "WARNING" NOTE BELOW. cz APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF z SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDIT10 PSF BC LIVE LOAD PER UBC: 1400# AS REQUIRED BY UBC -97, TABLE I6 -B CATEGORY 13. IONAL . W2. 5X4 W2.5X4 _ 143X8 4!5X8 = W3X14 7 r 145X6- A) W 4 X 6 412.5X4 ; f` 141.5X4 m 145X8 = ca a J 3-2-0 (A W2.5X4 c B2 W2 144X6 144X6 = W1 . 5X4 III 2-0-`0.' w W3X6(A1) W6X6= 141.5X4 III W3X8- w - z 141.5X4 III W1.5X4 III cti r^i �3-0-0 -6-0-0 y-- 15-2-8—� z lam_ 8 131 8-9-13 1- 8 5 0 I 15 6 0 19-6-8 •I I x_4X7 6�-O-Over 3 Supports_ R=1608 W=5.5" R=1265 W=3.5" M Note: All Plates Are W3X4 Except As Shown. C PLT TYP. Wave TPI -95 LougfellOwLumber "WARNING•; TRUSSES REQUIRE Et TR ENE CARE 1N FABRICATION. HANp9L nGC SHIPPIGi a1N5TATPp6 A oTD )L4DrenAveaue,ChicoCA95928 BRACING• REFER TO NI8-91 (HANDLING INSTALLING AND ' I INSTITUTE, 503 D•OHOFRIO DR.. SUITE 200. MADISON. NORACS37`9j PU�LOp SSADETY PRAC7ICESBY TPr UPR IDR ATO � PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP 9).CHOSHALL NAVE PRACTIPROPERCES ATTACHED 0 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C\T "IMPORTANT'• FURNISH A COPY HOT BE RE POF THIS DESI Gn TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BUIIDCTHE TRUSSES CONFORMANCEOWITHSI B LTPIOROR AHFABRICATINGH HANDLINGS SHIPPING,TO C` --j '�ALPINE JINSTALLING ORAS ING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROY ISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER A y CONNECTORS ARE MADE OF 2SSOCIATION) ANO TPI. ALPINE U GA ASTM A653 GA40 GALY- STEEL. EXCEPT AS NOTED. •� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CAPPLY CONNECTORS TO ¢_rine Engineered Products, Inc RESPONSIBILITY SGS L60 A -Z OIELY TFOR HE STEAL NE TRUSSIS DRAWING I R ONNECTORS PER CDMpONE NT OE SIGNTSHONNCEPTA14CE SUI PRO OYFESSIONAL ENGINEERING SacTRentO, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING ITY ANDDESIGNERUSE OF THIS . PER ANSI/TPI 1.1995 SECTION 2. -T- 0 8-0-0 W1.5X4 III W3X6(B1) W2 -5X4 =— L--6-0-0- 16-7-0 L--6-0-0-16-7-0 6-0-0 R=1520 14=5.5" 19, 5a CA - - FES TC TC LL �i).�p�, • yq �� TC DL 1 d BC DL4 Ste/. U s 1Dl0 a r ft8C LL 0.0 PSF 63D30D3 TOT -I -O 33.0 PSF I� tom' DUR.FAC. 1.25 afCA116 SPACING 24.0" 'bZ -ale =,125"/Ft. F 2 --15472 SEON - 4M -92P. FROM GA (t4ATT0504-AZEVEDO - MATTERA - [DGE] D3 47'6" DPDGE THIS DNG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1&Bet- :T2 2x6 OF -L #2: :TS 2x6 DF -L #1: I BOT CHORD 2x6 DF -L SS BEARING BLOCKS: NAIL TYPE: 0. 13lx3.0_g_nails WEBS 2x4 OF -L Standard :W1, W2, W4, W16 2x4 DF -L #1: BRG X -LOC #BLOCKS LENGTH/BLKcli #NAILS/BLK o PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 6.000' 1 12" 4 BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION, ADDITIONAL LOADING PER TRUSS MANUFACTURER If1 --- CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.14" TC From 7 PLF at 14.44 to 7 PLF at 17.50 DUE TO DEAD LOAD. TC - From 33 PLF at 17.50 to 33 PLF at 32.50 cNo TC From 7 PLF at 32.50 to 7 PLF at 38.98 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. C-'> i BC From 154 PLF at 7.00 to 154 PLF at 15.00 Q' (H2) BC - 256 LB Conc. Load at 16.00 SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. z (H1) BC - 1905 LB Conc. Load at 17.46 <: I A C (_) ONTLN.000.S�LATER LA AL=BRAC.LN LATERALLY BRACE HORIZONTAL LET -IN LEDGER BY ATTACHMENT G EQUALL-Y—SP-ACED-ONsMEMBER-._ TO END JACKS @ 24" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE ALL THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. APPLIED TO MEMBER (S) WHERE INDICATED. AT EACH LOCATION OF SPECIAL CARE MUST BE TAKEN DURING HANDLING; SHIPPING AND INSTALLATION SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL 250# AS REOUIRED BY UBC -97, TABLE16 B CATEGORY 13. OF TRUSSES. SEE "WARNING" NOTE BELOW. ';;' - TRUSS TRANSFERS 48.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) pp WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY W2.5X4 X4 ?� ENGINEER OF RECORD. <<<DRAG TRUSS»> 144X4 _ -15X12 = Qgp�—CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM 474X12 7 r cn CHORD. S -IMP -SON HUS26 SEE SIMPSON CATALOG C-2001. 144X6 F W5X6 ; 143X8 (112) R Eh O CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM HS71'4(R) \\\ 5 Qo CHORD_ U MPSbNN 0— CHORD- SIMPSON CATALOG C-2001. 7 W7X6(R) 4145X6 !1)� p=_ MITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER �A) L •;;- ----------------- 411 144 � 6116 = 75 LB Conc. Load at 5.00, 15.00, 25.00, 4X6(A1) =-'415.00, 42.50 8-0 0 W4X6(A1) =,1, VJ5X12SX12= WSX8- 1!4X4= 4!5X4= L% z IEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. HS412 III HS514 = 145X4 = 146X6 = 144X12 4!5X6 - W4X4 III w 0 PSF BC LIVE LOAD PER UBC. W7X6(R) III w * THE MAXIMUM HORIZONTAL REACTION IS 2460# ** 3 0-0 ' z 6-0-0-aJ rz. L<4-0-0� 9 15-1-8 I_ 8 11 1 i 6 16-10-7 I 8-1-9 I • I � fJ I R-5555 W-5.5" �-- 47 -6_:_0_0_v -e -r 2,7SUpport_S7. Rh=2461/-2461 Note: All Plates Are 141.5X4 Except As Shown. R=3541 W=5.5" M PLT TYP. High Strength,l•Jave TPI -95 140g(e110W Lun11Xf -11A 111 TRUSSES REOU]RE E%TRENE CARE Ip FABRICATI Design ,e HAND ]MGC SNIP PNG1 alfS TpllPj R6 AI DTD 19.5a CA _ 1 9 LuTrn AvenLle Chico CA 95928 BRACING. REFER i0 MI8 91 (HAIIDLING IHSTAIIIHG AND BRACING), PUBLISHED BY TDI F S cal e = . 1 2 5 " F t . IHSFORMING THESE T ITUTE, 587 D'OHOTR NCTI IO OR., SUITE 200. MADISON, TE TOP Cl , FOp SAFETY PRACi10E SUPp 10R AT0 Q��f T C L L STRUCTURAL PANELS FUBOTTOH SCNORO ESNALl1111AVE SA PROPERLY DATTACIIEO RIG J DACEILI NG PROPERLY ATTACHED �i�[y ��� 1,C DL 16' 0 PSF REF R427--15473 ��C=D TO t�} 10.0 PSF DATE 'Pp ODU�R SAH N[. SHALL IHOi AB E COPY OF THIS ESPOHSJ BIE Of ORGRgNY TDEVIATIOHL Fp OHIITH/S TDESI6N; AAN 711EFA1l URE ENGINEERED S B C D L -(A p 08/31/01 A L PINE BA AC/NGIIOFTRUSSES TAUSSES�H CDYHJSHDESIGNANCE ICONFORMSTH TPI; OMITHAAPPLJCABLE PROVISIONSSOFDNDSG(III NAiIOHAlIDE576N 1.e�1 �)] S F DRI4 CADSR42% 01243004 SPECIFICATION PUBLISHED BY THE AME ICAN FOREST ANO PADER ASSOCIATION) AND TPf. ALPINE 5 r y �� ` c� 1. 6.* �, 0 0 PS A N LVT/CVJC EACH CONNECTOROF S ARE MADE OF ZOGA gSTH A653 GRaO GALY, STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO ORA. R AHINGS E160 ApZ SS ATNF ND UNLESS SONTTHISIORAHIRG SE LOCATED Sil SACCEPTANCE OOFTPROFESNNECTORSII PER REEAIMG pate Engineered productDRAWINGS C. RESPOIISIBILITY SOLELY fOR illE TRUSS CONDONEHT DESIGN SIIOMN, THE SUITABIIlTY AND USE OF THIS p * TOT L D . ' 0 6 4 0 7 SacrBmenlo, CA 95828 CONP DNENi FOR ANY PARTICULAR TICUL Ap BUILDING IS THE RESPOHS[BIL ITY OF THE BUILD LNG DESIGNER, DE0. ` AHSI/TPI 11995 SECTION 2. UR AC 1 Fj(Q GIFCAI� SPACING 24' rytr • 'fig.•: 2',• { ACtsj . �....�,, 11. (MATTO504-AZEVEDO - MATTERA - D4 47'6" DPCARR TOP CHORD 2x4 DF -L #1 :T2 2x4 DF -L #1&Bet.: BOT CHORD 2x4 DF -L #1 :B2 2x6 DF -L SS: WEBS 2x4 DF -L Standard :44. W6, W15, W16, W17 2x4 DF -L #1: ADDITIONAL LOADING PER TRUSS MANUFACTURER ----------------------------------------- TC From 382 PLF at 13.68 to 326 PLF at 21.06 TC - From 222 PLF at 21.06 to 222 PLF at 21.17 cj TC - 140 LB Conc. Load at 13.68 CCD M 10 PSF BC LIVE LOAD PER UBC. l CT o ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER --------- _ - ---- - ----- TC - 75 LB Conc. Load at 5.00, 15.00, 25.00, 35.00, 42.50 THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT - APPLIED TO MEMBER (S) WHERE INDICATED. AT EACH LOCATION OF SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL •.i 250# AS REOUIRED BY UBC -97, TABLE 16-8 CATEGORY 13. iJ5X4 W3X8 W3X4 W5X6 7 r 15 T2 W 0 W4X4 4 � W �3 2-0 WIf, 0 w w w z z C-0 W3X6(A1) - W W1 .5X4 III W3X10 p\ ' W3X4 III W1 . 5X4 III z �6-0-0-_I 15-2-8 -I 15-6-1 I I R=3643 1-1-5.5- J-- Note: All Plates Are W2.5X4 Except As "-"' PLT TYP. Wave TPI -95 WH8 = THIS OHG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. NAILING SCHEDULE: (0.131x3.0_9_nails) TOP -CHORD: 1 ROW @ 5" O.C. BOT CHORD: 1 ROW @ 12' o.c. WEBS : 1 ROP) @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH R014 TO AVOID SPLITTING. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 48.00" OC. USSES_TO_BE_SP_ACED—AT 7.2 0 O.C_MAXI-MUM.. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. FURNISH ACOPY OF THIS DWG TO THE SPECIAL CARE MUSTBETAKEN DURINGHANDLING,ISHIPPINGICONTRACTOR.ON AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W1.5X4 III +10-0-0 T+8-0-0 W3X6(B1) I Shown. R-5325 W=3.5" R=2555 W=5.5" LOOgfellowl,umbcr '•WARNING« TRUSSES REQUIRE EXTREME CARE IR FA13RICATIONN NANOI7JGC SHIVPNGI aNSTATPInc pySOTD 1 9L. Mn Aveuue, Chico CA 95928 BRACING. REFER TO HID -91 (HANDL IfIG IISTAlLIN6 AND BRACING), PUBLISHED BY ipf �–. INSTITUTE. SB3 D'ONOFR IO DR., SUITE 200, HAOf SON, VI 53719), FOR SAFETY PRACTICES UPRIOR ATO O PERFORNIlIG THESE FUNCTIONS. UNLESS OTHERWISE IIDICARTED, TOP CHORD SHALL NAVE PROPERLY ATTACHED O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVESA PROPERLY ATTACHED RIGID CEILING, CV IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION C0117RACTDR. ALPINE ENGINEERED B UILDCTNE TRUSSES SHALL IN CONFORMANCE OW ITHL TPI;09 AN FABRICATING. HANDLIY DEVIATIO14 FROM NGS SHIPPING. AJHSTALL INSTNY ALTo LING A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS V17H APPLICABLE PROVISIONS ROS RATIONAL NGANDESIGN SPECIFICATION PUBLISHED BY TIE AMERICAN FOREST AND PAPER ASSOCIATIOH) AND TPI. ALPINE C.7 - CORRECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OH TN[5 DE516H, POSIT1011 CONNECTORS PER pine Engineered Products, Inc DRAWINGS 160 A•2. THE SEAL ON THIS ORAV 1116 INOIC pTES A[CEPTANCE OF DR OFESSfONAL ENGINCER [NG SBy;uXl_lo, CA 95828 RESDOH5IB IL lTY SOLELY FOR TILE TRU55 COMPOHE NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR AIIY PARTICULAR BU ILOING IS THE RESPONSIBIL17Y OF THE BUILDING DESIGNER, PER All SI/TPI 1-L995 5ECTEON 2. 19.r CA - 1 - - F aFESS/0, TC LL 16.0 1 TC DL q(.d,UtwO-gyp F r BC DL 4 O PSI: 6mm BC LL 10.0 F CTOT. LD 33.0 PSF Iyl1. 4FCAfrl� 1D UR.FAC. 1.25 SPACING 72.0" Scale =.125"/Ft. EF R427--15474 T%._P8/31 /01 FROM- GA I M N N (MATT0504-AZEVEDO - MATTERA - D5 47'6" DPTMSC THIS DWG PREPARED FROM COMPUTER INPUT (IOAnS x nTAtcAICTnA 1 TnD rl.i -n-r vr-L fpI BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO. BRACE ALL FLAT TC @ 24.00"'OC ALL BC Ca 48 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER ---------------------------------- 00 OC. TC - 75 LB COnc. Load at 3.94, 13.94, 21.44 a: I DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. %_(A)CQ NTINUOUS LATERAL-BRACING_E.OUALLY SRAEED-ON-MEMBER. co LEFT END VERTICAL NOT EXPOSED TO WIND. 10 PSF BC LIVE LOAD PER UBC. M C77 o THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT z APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF W2.SX4 1J2.5X4 SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL i 250# AS REQUIRED BY UBC -97, TABLE 16-8 CATEGORY 13. 7 1— 143X8 = 142.5X4 @ W3X14 W 3 X 4 (A) (A) 7-2-5 411.5X4 III W5X8 (A) 412.5X4 ra �rx 411.5X4 III W1.5X4 III Q W3X8 = 2-0-0 ra 413X8 W3X4= W1.5X4 III w -' x w • W1.5X4 III ` z 142.5X4 = z w W2X4(A1) = �-10-0-0 w z 1-5-4 6-0-0 �-8-9J 8 5 0 16-7-0 ¢ I� 20-5-4 6 - 0 -_0 I 1 _2-6-x5-4-0 v e r-2-Sv p p o r_t-s_ R-879 W=3.5" + R-1642 W=5.5'• c' PLT TYP. Wave TPI -95 �• LOngrel low Lumber "HARKING'• TRUSSES REQUIRE E3 TREME CARE IN FABRICATIOND.e HAHD9LIINGC SHIP INGI Criteria: PING AND i -9 Loreu Avenue, Chico CA 95928 BRACING. REFER TO MID -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY iPl tfIS71TUTE, 583 O'ONOFR IO OR., SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES UPq IDR SS ATO C=) PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED C=) STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N '.IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BUILD THE TRUSSESAIN CONFORMANCE NOT BELL OWITH LTPIIROR AN FABRICATING. HANDLIRG. SHIDP IIIG,BE VIATION FROM THIS DESIGN:AINSTAIL INGEANTo 0 A L P I N E BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAO( OF 2OGA ASTH A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AIID UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CON UFCTORS PER ¢-pine EngiTllxred Products (110 RRAWINGS ESPONSIBILITY SOLELYEAL FOTRUSSICOMPONEHT DCSIGNTSHONNES CEPiATHE SUI7ABit1YYOANO -EIRIRG SaCTnXDeDtO, CA 95828 COMPONENT EOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BU 1101116 DESIGuER, PER •! • ANSI/TPI . 1995 SECTION 2. 0 19.5a CA - 1 - - - F FESS TC TC LLQ 6.0 PSF • �, 4y �@L i - >o _ . Dh * TOT.LD. 33. ' SF CMI.' DUR.FAC. 1.25 CAS SPACING 24.0" ,57 Scale =.1875"/Ft. REF R427--15475 DATE .08/30/01 aB 4YJf4U R427 01242036 I iE T/CWC SE0 FR I G" s N M (MATT0504-AZEVEDO - MATTERA - E1 30' COMN/DRAG ITOP CHORD 2x4 DF -L #1&Bet. BOT CHORD 2x4 DF --L #1&Bet. WEBS 2x4 OF -L Standard :Lt Wedge 2x6 DF -L #2::Rt Wedge 2x6 DF -L #2; ".,PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER C\I--------------------------------------------------- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ---------- __ ----------------- M TC - 75 LB Conc. Load at 5.00, 15.00, 25.00 rn p 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 250# AS REQUIRED BY UBC -97, 'TABLE 16-8 CATEGORY 13. W5X4 W2.5X4 W1.5X4 ��� 7 ' e— C-3 `J • Q O a C1 414X6 (C9) = 142.5X4 = HS2512 = 143X8 z W7X6(C9) c.> z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DINFNsiom cl CIINN7TTC11 ov r NEGATIVE REACTION(S) OF -1276# MAX. (SEE BELOW) REQUIRES UPLIFT v CONNECTION. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 24.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS TRANSFERS 2y 50.00 P_LF�ALONG TOP�CHORDETHROUGH TRUSS TO SUPPORT(S) WHERE INDICATED ;--D-1-APHRA°GM AND CONNECT•CONS- ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS» > ** THE MAXIMUM HORIZONTAL REACTION IS 8359# ** W4X6(C9) = W7X6(C9) LUZ9 w 2 1-8-9 L— 15-0-0 I 15 0-0 0_0ve.r-2--S-upports R=3659/-1276 W -5.5 - Rh -8360/-8360 PLT TYP. Hi h Strength,14ave TPI -95 n Avellownue, c mberLicoC '•NARN1'NG•• TRUSSES REQUIRE EXTREME CARE !N fABRICAT10ND a ISil IAN.2- C SH1PPe1r aHSTALIPI AND D [� -J l.uraL Avenue, Chico CA 95928 ORACIIIG. REFER TO HIB -91 (HANDL IMG INSTALLING AND BRACING). PUBLISHED BY TP! INSTITUTE. $8] D'OHOFRIO OR., SUITE 200. "AD] So NI 53719)• FOR SAFETY PRACTICES 'PERSS ATO O 'PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED• TOP CHORD SHALL HAVE PROPERLY ATTACHED C=) STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. CV •PRODU[TSAN INC. SHALL 1HOTpBECOPY RE SPOIIS IBLEDESIGN AHO THE UEvIATIOHINSTALLATION THISTDE S[GN; ALPINE FAILORE ERE M P IN ALPINE BUILD CONFORMANCE DESIGNWITH CONFORMSGWITH FABRICATING. APPLICABLE PROVISIONSSOFPIIDSG(NAT IO NAL TBE S IGD SPE CIFiCAT10M PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7P I. ALPINE C.5 EACH ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 DRAW FACE OF TRUSS • AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ¢ amine Engineered prod 160 Inc. RESPONSIBILITY SOLELYTHE FOR SEAL ON THE TRUSS (COMPONENT IBRAVING NDICATESGN ACCEPTANCE SUITABILITY SIONAL ENGINEERING SacT7lmeo(o, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUfLOfMG DES[GNE RUSE OF THIS , PER ANSI/TPI 1-1995 SECT I OH 2. R=3659/-1276 W=5.5" 9.5a CA 1' - - -/F �OFES S/p,E,� TC1'6. [) TCL Q;10sAF 01 5�r BC DL 7 ;. ��sF, BC LL 5.0 P', * TOT.LD. 33.0 P 4' DUR.FAC. 1.25 OiCA1 SPACING 24.0" Scale =.1875"yFt REF R427--15476 08/30/01 01242037 WJCWC FROM W4X4 - W5X4 �7 E— H V � Q O W4X4(A2) W2. 5X4 = W3X4 = W 3 X 8 - ' w W4X4=[ _J ' z W 2 X 4 111 c.5 z w W2.5X4(A1) z 15-0-0 �6-0-0 y I� 15-0-0 d (� ( 307--0=0 Over 2 Support.s� I R=995 --�' ¢ R=1762 I.1=5.5' L17 PLT TYP. have TPI -95 R Design Criteria: TPI STD Longrellow LumyeF '"NARIII NG•' TRUSSES REQUIRE EXTREME CARE IN FABR ICATlOR, NANOL LIlG. SHIPPING, INSTALLING AND I ..9 Lol'® Avenue, Chico CA 95928 BRACIRG. REFER TO HID -91 (HANOI ING INSTALLING At10 BRACING PUBLISHED BY TPI I IISTITUTE. 5BJ O'OMOFRID DR.. SUITE 200. MADISON, NJ 53719), FOR SAFETY PRACTICES (TRUSSPLATE ATO O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IHDICA7F0, TOP CHORD SHALL HAVE PROPERLY ATTACHED O STR UCIN L PANELS, BOTTOM CHORD SNALI I. A PROPERLY ATTACHED RJ 61D CEILING. N —IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BSp UILDCTHE TRUSSES AIN CONFORMANCE LL ROT BE RE OWITHF TPI: OR E FOR AtIFABRICATING. HANDLINGY DEVIATION FROM S SHIPPING. ALNSTALIiNGNY FATO NO • c'-� ALPINE Bfl ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IIDS (NATIONAL DESIGN C7 CONNECTORS LARE ON PHADE SOF D20GABY 7ASTMHA65JAGR40RGALY. STEELEST AND , XCEPT I AS NOTED. TPI. APPLY ALPINE CONNECTDAS TO r� EDRAWINGS ACH FACE Of TRUSS, AND UNLESS OTHEE.RWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q pine En©Ineeced Products Inc. RESPONSIBILITY SOLELYTHE FOR STHE ON THIS COMPONENT DESIGN SHOWNING 11101CATES , ATHE SUITABILITY AND USE ENGINEERING THIS Sacramento, CA 95828 COMPONENT FOR AHY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS7/TPI 1-1995 SECTION 2. F•l 19.5 C A 1 . �l � (MATT0504-AZEVEDO - MATTERA EIA 30' COMN 6' CANT TC DL 4"lO PS,�FPP 01 5 BC DL 7.0 PO TOP CHOR4 2x4 DF. -L #1&Bet. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I BOT CHORD 2x4 DF -L #1&Bet. PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. N WEBS 2x4 OF -L Standard \ ADDITIONAL IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE 24.00" PURLINS TO BRACE TC SPRINKLER LOADING PER TRUSS MANUFACTURER -------------- OC, BC C 72.00" OC. ' II' TC - 75 LB Conc. Load at 5.00, 15.00, 25.00 ------------------- DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. N co THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT 10 PSF BC LIVE LOAD PER UBC. APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL 250# AS REQUIRED z BY UBC -97, TABLE 16-8 CATEGORY 13. W4X4 - W5X4 �7 E— H V � Q O W4X4(A2) W2. 5X4 = W3X4 = W 3 X 8 - ' w W4X4=[ _J ' z W 2 X 4 111 c.5 z w W2.5X4(A1) z 15-0-0 �6-0-0 y I� 15-0-0 d (� ( 307--0=0 Over 2 Support.s� I R=995 --�' ¢ R=1762 I.1=5.5' L17 PLT TYP. have TPI -95 R Design Criteria: TPI STD Longrellow LumyeF '"NARIII NG•' TRUSSES REQUIRE EXTREME CARE IN FABR ICATlOR, NANOL LIlG. SHIPPING, INSTALLING AND I ..9 Lol'® Avenue, Chico CA 95928 BRACIRG. REFER TO HID -91 (HANOI ING INSTALLING At10 BRACING PUBLISHED BY TPI I IISTITUTE. 5BJ O'OMOFRID DR.. SUITE 200. MADISON, NJ 53719), FOR SAFETY PRACTICES (TRUSSPLATE ATO O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IHDICA7F0, TOP CHORD SHALL HAVE PROPERLY ATTACHED O STR UCIN L PANELS, BOTTOM CHORD SNALI I. A PROPERLY ATTACHED RJ 61D CEILING. N —IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BSp UILDCTHE TRUSSES AIN CONFORMANCE LL ROT BE RE OWITHF TPI: OR E FOR AtIFABRICATING. HANDLINGY DEVIATION FROM S SHIPPING. ALNSTALIiNGNY FATO NO • c'-� ALPINE Bfl ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IIDS (NATIONAL DESIGN C7 CONNECTORS LARE ON PHADE SOF D20GABY 7ASTMHA65JAGR40RGALY. STEELEST AND , XCEPT I AS NOTED. TPI. APPLY ALPINE CONNECTDAS TO r� EDRAWINGS ACH FACE Of TRUSS, AND UNLESS OTHEE.RWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q pine En©Ineeced Products Inc. RESPONSIBILITY SOLELYTHE FOR STHE ON THIS COMPONENT DESIGN SHOWNING 11101CATES , ATHE SUITABILITY AND USE ENGINEERING THIS Sacramento, CA 95828 COMPONENT FOR AHY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS7/TPI 1-1995 SECTION 2. F•l 19.5 C A 1 . �l � Cy9.oe* TC DL 4"lO PS,�FPP 01 5 BC DL 7.0 PO w * �DiCA1� BC LL 0.0 PSF TOT.LO. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" aIt� =.1875"/Ft 15477 0/01 C'/i- E N qK V Tjl-%l C SEQN - 46 2 FROM GA (MATT0504-AZEVEDO - MATTERA - EIB 30' COMN 5' CANT �vr L,HUKU Zx4 DF -L #1&Bet. BOT CHORD 2x4 DF' -L #1&Bet. WEBS 2x4 DF -L Standard AODITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER ------------------ TC - 75 L8 Conc. Load at 5.00, 15.00, 25.00 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTFn aY TD11CC Afro PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL -LOAD. c•-,1 IHIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT 10 PSF BC LIVE LOAD PER UBC. co APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF � SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED°FOR AN ADDITIONAL oz 250# AS REQUIRED BY UBC -97, TABLE 16-B CATEGORY 13. " W4X4 = W 2 . 5 X 4 W2.5X4 W1 . 5 X 4 7 r W5X4 � 7 H V O O 11 w 1'14X4 W) 142.5X4 = W3X4 = WN8 = W4X4 = L1-: — csT z W2,X4 III C z czT w, z 15-0-0 L�--5-0-0- p 15-0-0 Q L I �30---0---O+Ov-er-2-Supports R=1053 ¢ R-1695 1'I=5.5" Co 7" PLT � TYP. Wave TPI -95 R Design Criteria: TPI STD 11gCellow Lumber '•WARNING'- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDL IMG, SII. PPING, INSTALLING AND I -9 L"31 Avenue, Chico CA 95928 BRACING. REFER TO IIIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI INSTITUTE. SO O'OHOFRIO OR., SUITE 200. MADISON, WI 53)19), FOR SAFETY PRACTICESUPRIORSS A7O O PERFORMING THESE FUNCTIONS. UNLESS OT HERNISE INDICATED. TOP CHORD SHALL HAY, PROPERLY ATTACHED O STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N "IMPORTANT— FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIIGINEERED PRODUCTS. INC. SHALL NOT BE AESPON518LE FOR ANY OEVI ATION FROM THIS DESIGIJ; ART FAILURE 70 M ALPINE BR ACIHGHOFT TRUSS, 5RUSSES 1N COTHISHDESIGNWITH CONFORMSONITH AAPPLICABIE PR OVLSING.IDH5 SHIPPING,OF NOS INST (NATIONAL ALLINAND G SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSO[I ATIOH) AND TPI. ALP IME EACH FACE ARE MASE OF 2OGA ASTM A653 GR4O GALV. STEEL. EXCEPT AS NOTED. APPLY CORIJECTORS TO ERAwrmGs ACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OING I NOTN THIS DESIGN, POSITION CONNECTORS PER -5 -pini! Engineered Pr(>dI1CLS, IIIc. RESPONSIBILITY SOlELY7HE FORSEAL ON TNf TRUSS ICOMPOfiE M7 DESIGNES NCE OF IE SVITABILITYOAND USE ENGINEERING OFETNIS SBCi111DcnID, CA CA 95628 COMPONENT FOR ANY PARTICULAR BU ILDIN6 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AHSI/TPI 1.1995 SECTION 2. � 8-0-0 0 19.5a C '; ,1� I F r- cale=.1875" Ft" FES$ T . �QO�g ` ' �� 44L L �t'16�:,OPSF� R.+F � R� 7 - -15478 y4 Fy T 1 PSF .-SDA.TEP 8j30/01 A� BC DL X.0 PPC 1'W CAUS 4?� • 42039 45 BC LL 0.0 PSF EnjLv WC° * TOT -LO. 33.0 PSF SEQN - 4 453 C� DUR.FAC. 1.25 FROM GA 4 �DfCA SPACING 24.0" (MATT0504-AZEVEDO - MATTERA - EIC 30' COMN 4' CANT TOP rMnon —A r. BOT CHORD.2x4 DF -L #1 Bet. bIEBS 2x4 OF -L Standard ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER ----------------------- -------------- TC - 75 LB Conc. Load at 5.00, 15.00, 25.00 THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL 250# AS REQUIRED BY UBC -91, TABLE 16-B CATEGORY 13. W2.5X4 W4X4= I THIS DWG PREPARED FROM COMPUTER INPUT IInAnz R n7MrNCTAl- r PLATES DESIGNED FOR GREEN LUMBER PER NOS-97„TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. o• rs.. W4X4 (A2) W2. 5X4 = W3X4 = W3X8 = 4!3X4 = w �-+ z W2X4 V� c.5 w w W2.SX4(A1) l••l P7� MATE' s M /, R SR 01 40 ~ CA -ENG L T/C SEON - 46456 FROM .GA L;�—:4-0-0 a 15-0-0 15 -0-0 d X30=Oy0_0-v.er 2—ppo-rtS SU I R=1116 '+ i R=1624 W=5.5" CC=) PLT TYP- tJave TPI -95 R 110 —_ tan renDL�tn,n gg I7Cf 9 1o�D Avenue, Design Criteria: TPI STD "WARNING " TA USSES REOUIgE EA TR EHE CARE [A FABRICATION, 19.5a CA �/ I Chien CA 95928 HANDLING, SN]PPIHG, INSTALLING AND BRACING. REFER TO HIO.91 (HANDLING' INSTALLING AND -Pi O C=) BRACING), PUBLISlIED BY TP[ INSTITUTE. SB3 D'ONOFR IO DR., SUITE 200, MADISON NI 5]719), FOR SAFETY PRACTICES (TRUSS AAT0 PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPERLY STRUCTURAL PANELS, BOTTOM n [ �VFE r- T C' I-("- `ty-�p Q 1PJ'F CV ATTACHED FURNI CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING.�^,1 +PA DUCTS. INC. INSTALLATION ABEORESPONSIBLEPY Of THIS DFOR GIIAN TOEV T C D L 1 0 - Q F SHALL HOTSH BUILD Y I ATIONHE AANYIIEFAILUREETOO '�iOA V ' C -.-A ALPINE THISCONTRACTOR DESIGN; THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPIII6. BRACING Of TRUSSES r� B C D L 7.0 P S F IIISTAII[NG AND . THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS IDR DUBIISHEO r [� CONNECICAT (NATIONAL DESIGN. BY THE AMERICAN .FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA r 7O 8C L L 0.0 P S F _ . pine Engineered I'Taducts, Inc0.ESPONSIBILYTY SeLTBmeDto, CA 95828 AST" A553 GR40 GALV, STEEL. EACEPT AS NOTED. APPLY CONNECTORS TOWm DRAWINGS EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON IHIS DESIGNS DRAVIH, POSITION CONNE[TOAS PCR SOL ELYTFORHE STNE TRUSSEAL Off ICOHPONENT OESIGNTSNOANCEPTATHE SUITABILITY DAAO USEOfETN15 COHPONENT FOR `ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, DER ANSI PI ].1995 SECT OH 2. * * w CJy�I. M �■� R VF7 111�V TOT -LO: D U R .FAC - SPACING 33.0 1.2 24.0" P S F 5 P7� MATE' s M /, R SR 01 40 ~ CA -ENG L T/C SEON - 46456 FROM .GA M N N ca rn 0 z 99 S f� w (MATT0504-AZEVEDO - MATTERA - E2 30' GIRD ) TOP CHORD 2x4 DF -L #1&Bet. :T2 2x4 DF -L #1: BOT CHORD 2x6 DF -L -SS WEBS 2x4 DF -L Standard :W5 2x4 DF -L #1: :Lt Wedge 2x4 OF -L Standard: ADDITIONAL LOADING PER TRUSS MANUFACTURER ---------------- ------=-------- (H1) BC - From 241 PLF at 0.00 to 241 PLF at 5.00 (H2) BC - From 472 PLF at 7.00 to 472 PLF at 30.00 (1,13) BC - 1922 LB Conc. Load at 5.81 (1-11) R-[— • ONNEC-T.ION FOR TRUSSES FRAMING FROM THE BOTTOM CHORD. S-IMP-SON=LU24"4SEE SIMPSON CATALOG C-2001. 02) KAQMN&UGW CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM CHORD 7S.LMP_S6N-LUS-26-AEE SIMPSON CATALOG C-2001. (H3)-Rf=DNaMVgW CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM CHORD. !dMPSONN_USSEE SIMPSON CATALOG C-2001 � _26� . 1J7X6 W5X8 1J3X8/%� W5 W 6 X 6 THIS DWG PREPARED FROM !-(LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR_ PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. NAILING SCHEDULE: (0.131x3.0_9_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 5" o.c. WEBS : 1 ROW '@ 4" o.c. ,USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. ***** THIS TRUSS IS NOT SYMMETRIC -- INSTALL AS SHOWN ***** T2 W8X8 //i � 7 w W4X6 (C2) W3X8 III W6X4 (R) III VJ3X8 IU ri W7X6 (R) III W6X4 (R) III VJ4X6 (C2) W6X6(C2) = HS412 = y W6X6(C2) = z w QJ9 w I� z �- 15-0-0 I 15 0-0 I I �30�0: 0_0_ve-r 2_Su.ppo-rts� R=7885 W=5.5" `, PLT TYP. High Stre Lmld9 Loren Avelnue, Chlw hcobeCA 95928 I ! O 0 '.t N ALPINE i L7 i JPine Engineered Products, Inc. SaCTamenfo, CA 95828 R=8242 W=5.5" gth,Wave TPI -95\R ' WAHNifIG*• Design Criteria: TPI STD 19.5a CT REO IRE EATRE ME CARE IN FABRICATION, HANDL IfIG. SNIPPING. INSTAlLIN6 AHD BRACING. REFER TO HIB -910 CA/- 1 (HANDLING TUSTALLING AND BRACING). PUBLISHED BY TPI INSTITUTE. 503 D'ONOFRIO DR.,_SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICESPRIORQ.afE PFR TC i r P IFF FORM IMG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED w (�� y T C� !n iiJ°r�tF 1 RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOq. ALPINE ENGINEERED INC. SHAH NOT BE RESPONSIBLE FOR ANY DEVIATION FROh THIS DESIGN: ANY FAILURE TO BUILD S. BUILD THE TRUSSES QYI'J 1V(7 rIyy �p BIC 7 P IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. r I�fl U�:.u' AIM 5 THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION r '� PUBLISHED BY TAPP B C L L 0 . 0 P CONNECTORS AREMADE OF 20GATASTNMA653AGR40 GAIV A�ISTEEL ERE%CEDTIaS100TEDND EACH APPI.PLY CONNECTORS TO FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR AWIN65 * * TOT. L D 3 3.0 P S F 160 AL. THE SEAL 011 THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT . DESIGN SHORN. THE SUITABILITY AND USE OF THIS COMPONENT FOR AMY PARTICULAR BUILDING OUR . FAC. 1.25 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. - /.��(� 6 rs� SPACING 24.0" F— Scale =.1875"/Ft. 7-/yO/O115480 : '0 Ii I T1RVJ�'ciluSR 2g4I EN UT JC SEAN - 46494 , FROM GA (MATT0504-AZEVEDO - MATTERA - F1 14.11° M -HIP THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DINENSION51 t11RHTTTcn nv T... o TFIP ru- ) ., 1 -• cAv Ur' -L #1 :T2 2)(4 DF -L #1&Bet.: ' BOT CHORD2x4 OF -L #1 N WEBS 2x4 OF -L Standard ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER ------------------------ --------- -------- �ITC - 75 LB Conc. Load at 3.00, 11.90 N THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT cMo APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF rn SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL z 250,# AS REQUIRED BY UBC -97, TABLE 16-B CATEGORY 13. W2 -5X4 E- 0 a a _ w w • w z FYy. T2 PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. W3X8 s W1.5X4 III pFESS( ` I` -`4rYfIN.' ,D, C A` = TC LL �1e6. 7 bl �'Q gy� I TC D4(,Jd•.,/ `P C BC DL' 7- SF T AIIDLING, SHIPPING, INSTALLING ACID p �j0 ,, 2-0-4 OVISIOUS OF NDS (NATIONAL DESIGN IATION) AND TPI. ALPINE BC LL O.O PSF� N C - G T/ TO AS NOTED. APPLY CONORS PER POSITION CONNECTORS PE0. ��� , TOT.LD. 33.0 PSF _,&.8 0-0 W2.5X4 = CI{►�. 3-0-0� z t4•~`�3 L_ 6-0-0 ¢ L I f 141T1OIOver 2SOpportS r I R=745 W=5.5° R-225 PLF W-9-0-0 `Y' PLT TYP. Wave TPI -95 R Design Criteria: TPI STD Longfellow Lumber ••WARNING•- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOIING 19.5a C A 1 - S H 1^~'� �fCTI AVCEIOC, ChiCO CA 95928 BRACING. REFER TO HID -91 (HANDLING INSTALLING AND BRACING), ]HSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 537L9 O PERFORMING THESE FUNCTIONS. ON OTHERWISE INDICATED, TOP C O STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE N -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE IRSTALLA PRODUCTS, INC. SHALL NOT BE RESP IBLE FOA ANY DEVIATION F ALPINE BUILD THE TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING, H C__)' BRACING OF TRUSSES. THIS DESIGN CONFORHS WITH APPLICABLE P SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOC CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL, EXCEPT 4 r� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESI ,TII1e Engineered PFOdUCIS, Inc. DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPT 1-J� .SBCf-to. CA 95828 RESPOIISIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY 0 ANSI/TPI 1-1995 SECTION f SNIPPING, INSTALLING ANO PUBLISHED BY TPI (TRUSS PLATE H FOR SAFETY PRACTICES PRIOR TO 1) RO SHALL HAVE PROPERLY ATTACHED D RIGID CEILING. TION CONTRACTOR. ALPINE ENGINEERED ROM THIS DESIGN: ANY FAILURE TO R 6N, TANCE F pFESS( ` I` -`4rYfIN.' ,D, C A` = TC LL �1e6. 7 bl �'Q gy� I TC D4(,Jd•.,/ `P C BC DL' 7- SF 3 5 F L - F --15481 //O1 OR ° AIIDLING, SHIPPING, INSTALLING ACID p �j0 ,, c s OVISIOUS OF NDS (NATIONAL DESIGN IATION) AND TPI. ALPINE BC LL O.O PSF� N C - G T/ TO AS NOTED. APPLY CONORS PER POSITION CONNECTORS PE0. �! * TOT.LD. 33.0 PSF SEAN - '646 `' OF PROFESSIONAL ENGINEERING CI{►�. THE SUITABILITY AND USE OF THIS THE BUILDING DESIGNER, PER S? CA DUR . FAC. 1.25 SPACING 24.0" FROM GA " (MATT0504 AZEVEDO - MATTERA F2 14'11" 11 -Hip Tn0 THIS DWG PREPARED FROM COMPUTER INPUT (loans x nTAu 1F[TnIJC� runn.. ) --•-- 1-1 Uri L f1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER ---------------------- ------------- I ITC - 75 LB Conc. Load at 3.00, 11.92 N (THIS TRUSS DESIGNED FOR SPRINKLER LOADS WITH DEAD WEIGHT APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF C > SPRINKLER SUPPORT, LOAD HAS BEEN 'INCREASED FOR AN ADDITIONAL oz 250# AS REQUIRED BY UBC -97, TABLE 16-B CATEGORY 13. I � E - ca 0 (Y o�. ca w Fs w w z c.5 z w w-3 0 1-12 I z IM- (– 5-0-0 I 6-11-0 I I ``' PLT TYP- Wave TPI -05 ~ 3 Loren ASvenue, CLI coo CA 95928 I 0 O cli M ALPINE V 'T?iDc Engineered Products Inc. 33cremenlo, CA 95828 ...I".. " PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2-00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 4=665 W=5.5" R-541 W=5.5" "HARNING•• TpUSSES REOUiRE ETTgEME CANE IN FABRICATION. HAN01)R6C SH PPfG,( a11STAlLN G AIpTD BRACING. REFER TO MIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'OIIOFRIO DR.. SUITE 200, MADISON, III 53719), FOR SAFE TT PRACTICES PRIOR TO PSTRUCTURAL ERFORMING THESE FUNCTIONS. UIILFSS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED •IMPORTANTPRODUCTS, ' .II CLSMALL RESPONSIBLE ATTACHED FURNISHOA COPY DOF HTHISALL HDESIGNAVE A P TO PTHE Y IU TALLATTIONGCONTRACTOR. ALPINE ENGINEERED ,BUILDTHE TRUSSESIN CONFORMANCE WITH TPIORO8 AN FABRICATING. HANDLINGS SIIIPPI NG.Y DEVIATION FROM THIDESIGN A INN YSTAL LINGFAILURE AHD BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNECTORS SPECIFICATION ARE PUBLISHED By 20GATHE ASTHIIA653AG840REST AND GALV. STEEL. EXCEPT AS NOTED. TAP11 CPLYACONHE'TORS TD DRAWINGSEACH E160 TRUSS. AND UNLESS USEAL SONOTHERWISE DRAWINGTINDICATESTHIS ACCEPTANCEOOFTPROFESS IOIIAONNEC LRENCI MEERIIIG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, TIIE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. POF ARSI/TPI 1.1995 SECTION 2,ER F Z T 2-0-4 i R=530 19.5a S le =.375" Ft. Q�UFESSI TC LL- Uj.LV' 1�)I r3r R E ;� - 482 TC DL ��rI�f0"Ob �P"L�F � f f�? 48 Al 01 z ° BC D/.OSF DR AUSR4Z7 Y `j 71 BCLL 0.0 PSF' CA G * G3a2003 * / TOT.LD. 33.0 PSF SEON - 4646r DURJAC. 1-25 FROM GA �cau� SPACING. 24.0" i (MATT0504 AZEVEDO MATTERA - F3 14'11" MONO TnP runon BOT CHORD 2x4 OF L #1 M WEBS 2x4 OF -L Standard N ADDITIONAL LOADING PER TRUSS MANUFACTURER ------------------------------ --:I ----------------- --TC - 75 LB Conc. Load at 3.00, 11.92 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A nimvNClnmr% aloe rttrn • - - - --- -. .„ PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 48.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 III R=480 4 5-3-10 �5 3 +8-0-0 9 N'THIS TRUSS DESIGNED M APPLIED TO MEMBER(S) FOR SPRINKLER LOADS WITH DEAD WEIGHT �;OFE rn SPRINKLER SUPPORT, WHERE INDICATED. AT EACH LOCATION OF 7-- 5483 LOAD cZ 250# AS REQUIRED BY HAS BEEN INCREASED FOR AN ADDITIONAL UBC -97, TABLE 16-8 CATEGORY 13. BC DL .4 ✓ - 0 �S� dRy �u9R4 • 0� BC LL 0.0 SF dA L CW * CC CA1� per` Qf s W' W 1.5 X 4 4 SEON FROM cn f - E— C=) O Vx Q IJ2X4 (A1) W2.5X4 = w z w z �3-0-0 a -6-1-12 i I 1-4--11-0 Over 3 Supports R=534 1J=5.5" .R=707 W=5.5" CDC PLT TYP.- Wave TPI 95 LongLCUOwLOmber ••WARNING" aINSTAT I`– Loren Av®ue, Chico CA 95928 TRUSSES REOUl0.E EYTREME CagE Ip FABRlCATIOND,e HW I)NGC SHIPPe1NG1 IPNG A oTD BRAC 1116. REFER TO HIB -91 (HANDLING 1NSTALIING AHD BRACING), PUBLISHED BY TPI 1MSTITU iE. 583 D'ONOFRIO DR.• SUITE ZOO, HAOISOM. XI 537]9). FOR SAFETY PRACTICESUSS PRIOR ATO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ..1 O TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT -' C\T SH PY OF T HIS ES INC. SHAlLEHOTABEOR E SPON51. LE DFORG17AgY THE EFROHNTNT"TRACTOR.S ERE C,—� OEV IAT IOI DESIGN: ANYALPINE FENGINETO BUILD THE TRUSSES IN CONFORHARCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRAClW6 OF TRUSSES. THIS DESIGR CONFOp HS WITH APPLICABLE L•j ::�ALPINE PR OV lSI0N5 OF HOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AHE ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTH A653 - • •d•13I18 EoglneeE� ProdHC15 Inc. `SB�TdDTeOlo, CA 95828 ' GRAD GALV. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO DRAWINGS 160 A -Z. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED IHOON THIS DESIGN, POSITION CONNECTORS DER RESPONSIBILITY SOLELY TFOR SEALHE 00TRUSSICOMPONENT DESIGN S DRAWINGTSHOWpCE PTAT IE SUITROFESSYOANO AEERING COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A"51/TPI 1-1995 SECTION 2. W1.5X4 III R=480 4 5-3-10 �5 3 +8-0-0 9 SCale =.375" Ft. �;OFE TC LL 16. F idJQ- F 7-- 5483 TC DL BC DL .4 ✓ - 0 �S� dRy �u9R4 • 0� BC LL 0.0 SF dA L CW * CC CA1� per` Qf TOT -LD. 33.0 PSF OUR .FAC. 1.25 SEON FROM - 46 GA SPACING 24.0" I (MATT0504-AZEVEDO - MATTERA - F4 14.11" GIRD I cli N ri, CV CO M 0 z F— c-3 ca 0 w C=I C-1 a Tsa w z c7 z C-3 w z ILIr CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER ------------------------------------ (1-11) 8C - From 588 PLF at 5.92 to 558 PLF at 14.92 01) RF �O--GONNECTI-ON FOR TRUSSES FRAMING FROM THE BOTTOM CHORD. rS-I-MPSON-HUS264 SEE SIMPSON CATALOG C-2001. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBM)TTFn av rDllce L.cO (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24,00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 III L-3 ~ I 3 0-0 6-1-12 5-3-10 14 - 11 - O,O-v e r-3,Sr--tupp0-s I R=256 W=5.5" R=3260 =5 5° I ¢ R=2781 00 `'' PLT TYP- tJave TPI -95 R Design Criteria: TPI(STD I OngCellow Lltmber "WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NAIIOIIM,. SNIPPING. j 191 aErn Avenue Chico CA 95928 BRACING. REFER 19. 5 a CA IRSTALLIMG ARD TO HIB -gE (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI INS;ITUTE, SBS D'0110FRJ0 DR ., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICE'S PRIORTO O PERFOAMING THC SE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY O t TIC LL 16 ATTACHED STRUCTURAL PAIIELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� •Pfl IHOTABEORE w �y TIC D Lq 1 i� .0 . t' $F DUCTS, INC. SHALIll ^• SPONS I OLE DF THIS DFOR 6NANY THETO INSTALLATION IATIDLFpONNTNISTDESIGN; AAHYHIFENGAILUREIT00 BUILD THE TRUSSES 111 ~ �B C D L t,� COIIFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND ALPINE M BRACING OF TRUSSES. THIS DESIGN COLIFORMS WITH APPLICABLE PR OV f SIO11S OF NDS (NATIONAL DESIGN PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOC L7 CONNECTORS CONNECTORS �' r B C LI F ARE[AT 1011) AND TPI. ALPINE ARE MADE OF 20GA ASTH A653 GR40 GALY. STEEL, 6*I0 EXCEPT AS NOTED. APPLY CONNECTG TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGR, POSITION CONNECTORS PER 'Jpine Engineered Products,Inc. RESPONSIBILITY SOLELY TFORSTHE TRUSSI ICOMPONENT DESIGNEAL Oft THS DRAWING �SHOWNCIPTATHE SUITABILITYO OAND USEIOFITHIS Sacramento, CA 95828 COMPONENT FOR AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI TP 1.1995 SECTION 2. TOT %� ` OUR "` a CA� SPACING . L D . 33.0 P S F . FAC . 1.25 24,0" 1 FLA Scale =.375"/Ft. EF R427--15484 T 8 0 O1 5R 212043 A -.ANG V / � x FROM GA I (MATT0504-A7EVEDO - MA `ERA - GI 8'6" GIRD TOP rllnon o..e ., • L jT1 BOT CHORD 2x6 DF -L #2 N WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C ADDITIONAL LOADING PER TRUSS MANUFACTURER ---------------------------------- C-,.I (H1) BC - From 250 PLF at 0.00 to 250 PLF at 8.50 co ' (H1) R p D CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM C=; CHORD- tS"I MPS_SEE SIMPSON CATALOG C-2001. 412X4 III 413X8 i 12 (— QA) 8-11-3 H V Q O Ix f1. Q w -.45F8-0-0 413X8 III W AYA z 412X6 (B1) c7 z w w z rs.. a =8=6-0=Oyer 2 Supports I R=1391 1.1=5.5" R-1295 rn L:' PLT TYP. Wave TPI -95 R 4 THIS DWG PREPARED FROM COMPUTER INPUT TLOAn% & nimrK cinm— (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC C 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. RIGHT END VERTICAL NOT EXPOSED TO WIND. 14:211BOW Lumber •'WARNING'— TRUSSES REQUIRE EXTREME CARE IN FABq ICATIOND.e HARD 1TNGC SHIPPeI G1 aHSTAT IPIIG A pTD I od Loren Aveuue, Chico CA 95928 BRACING. REFER TO H18-91 (DAINDLIRG INSTALLING AND BRACING), PUBLISHED 11 TPI —= - INSTITUTE. HES D'ONOFRIO OR., SUITE 200• MADISON, NI 53719), FOR SAFETY PRACTICES UPRIOR SS PLATE TO O PERFORMING THESE FURCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH EO RIGID CEILING. C�1 —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE f11STALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. TRUSSESALL NOT BE RE IN CONFORMANCE ONITNL TPI:ORANFASRICATI IGH HANDLIFROM NGS SHIPPING, AINSTALLINGEATO ND M A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (HATIOIIAL DESIGN SPECIE ICA".W PUBLISHED BY TIIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C7 CONNECTORS ARE NpDE OF 20GA AST" A653 GRA0 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, An UNLESS OTHERWISE LOCATED DN THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•E. THE SEAL ON THIS DRANI NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING EIIDC ERiDOCEEtI pTOa11CIS Inc. HE SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS `S'scrameeto, CA 95828 ' COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEN ANSI/TPI 1-1995 SECTION 2. 19.5a CA - 1 - QQLOFESS ,E,�! TC Of S 4�F7� I TC -))PS r BC D 7J( 6a r a BC LL 0.0 PSF * TOT -LD. 33.0 PSF F�ftAL'� DUR-FAC. SPACING 1.25 24.0" G1 ca Ie =,25" Ft. 5485 0/01 D CW -0- 7 L NG TIC SEQN 4645'2' FROM GA (MATT0504-A7FVEDO - MATT RA - G2 7'6" GIRD TOP CHORn_ ?vA nc_I BOT CHORD 2x6 DF -L_ #2 r, WEBS 2x4 DF -L Standard N c'--> ADDITIONAL LOADING PER TRUSS MANUFACTURER cli (H1) BC - From 244 PLF at 0.00 to 244 PLF at 7,50 a I(H1 eW .O CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM N CHORD. SI-MP-SON—LUS-6__SEE SIMPSON CATALOG C-2001. Cn W 1 .5 X 4 III CZ 143XB 12 rf( 7 H - V Q O Chi fY. • f^l zW5X4 III W2. 5X4 W2. 5X4 (A1) c7 w Q �—� 7"6`0=Over2"Supporis'� R=1210 W=5.5" I R< � 1115 rn PLT TYP. Wave TPI -95 R THIS ONG PREPARED FROM COMPUTER INPIIT n npnc P. n.uc—...,,.., . ....oaICU Or FI(U» 17FR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. RIGHT END VERTICAL NOT EXPOSED TO WIND. `)',`,`W--. IhicoCf "WARNING" TRUSSES 0.E QUIRE EXTREME CARE IN I! ,:III NANOL NGsign C SHID peI NG1 aINSTAT G q no LOFPJI gVCDDC, Chico CA 95928 BRAC]NG. REFER 70 MIB•91 (HANDLING INSTALLIR6 AND BRACING), PUBLISHED BY TPI INSTITUTE, 5B3 D'OIIOFRIO OR „ SUI iE 200. MADISON, MI 53)19), FOR SAFETY PRACTICES PRIOR TO (TRUSS PLATE O PERFORMING THESE FUNCTIONS. U;ILESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG[O CEILING. �� •P0.000CT S- INC. SHALLI NOTSH ABEORESPONSIBLEP OF THIS DFORGXANT TO TDEVIATION HE LFROM HTHIS TDESIGN. AAPYNEFAILURE ETOD A L P I N E BRACT THE TTRUSSE 1N CONFORMANCE WITH TPI: OR FABRICATING. IN6. HANDLING, SNJPPING, INSTALLING AND M BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF DDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C.S CONNECTORS ARE MADE OF 20GA AST" A653 GA40 GALY. STEEL, EXCEPT AS NOTED. APPLY COMNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PEA gine EnRAWINGS 160 A•X, THE SEAL ON THIS DRAWING IOOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Sacramento, CA�928 . Inc. COMPONENT FOR SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, iNE SUITABILITY ARD USE OF THIS COMPONENT FOR ANY DART ICULAR BUILDING IS THE RESPONSIBILITY OF TOE BUILDING DESIGNER, PER ANSI/iVl 1.1995 SECTIO1, 2. 19 FESS/p,�,� 1 .O r �WfiAA7 MC1wy.11, K iri1� CNN - ,- F . UF TC 410 PS BC DL y', 0 P BC LL 0.0 PSF TOTA D. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Gz 75"/Ft. -� 5486 IAS 9 1. n( GA'S 27 2d20I CA -EN LV ,.,CWC s SEAN - 46459 ` FROM GA J' w 0 0 \ 0 0 '0- a:- 0 d~0 0 z 0 a T 0 n oo M co rn >4 w O .-1 CD .-1 00 0 (PIAIII)DU4-A[EVEUU - MAIIERA - K1 b -I" CUMN ) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER --------------------------------------------------- TC - 75 LB Conc. Load at 2.79 THIS TRUSS DESIGNED FOR SPRINKLER LOAOS'WITH DEAD WEIGHT APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL 250# AS REQUIRED BY UBC -97, TABLE 16-B CATEGORY 13, S W4X4 - W2X4(81) 2-9-8 i 2-9-8 1 �--5-7-0 Over 2 Supports R-871 W=5.5" R=871 W=5.5" \'l THIS UWG PREPARED FRUM CUMPUIER INPUT (LOADS & UIMI:NSIUNS) SUUMIIItD NT IKUSS MFH. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. TRUSSES TO BE SPACED AT 72.0° OC MAXIMUM. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. PLT TYP. Wave TPI -95\R Design Criteria: TPI STD 19. CA 1 - - F Scale =.375" Ft. Longfellow Lumber ••WARIIING•- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 89 Laren Avenue, Cluco CA 95928 BRACING. REFER TO NIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE eROFESS/ T L L -- 5 . _ 4.2 7 - - 15 4 8 8 1W5 TI TUTE, so O'ONOFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO ` PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Fs. TC ,� �f 1 �,,(13. ' S F D .. 8' 3 0 / 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� IIIA dy�� •'IMPORTANT * FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTOACTOR. ALPINE ENGINEERED :' �� 1 PRODUCTS, IHC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;. ANY FAILURE TO W 03 B L 0 S F R'W'C R S.44,2Q47 ALPINE BU ILO THE TRUSSES IN COIIFORMANCE NI TN TPF.: OR FABRICATIWG, HANDLING, SHIPP N INSTALLIIIG AND OC V r �{I' BRACING OF TRUSSES. T1115 DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN B C L 9-0 F6<7Tp C E L U C CDRNECTORSSP EC I I'l CAT I AREMADESOF020GABY THE ASTNMEllA653AGR40RES T AND GALV. STEEL AS 5 EXCEPT ASIH TED. TAPPLYACOIHHIECT0R5 TO * * TOT. LO . 33.0 PYS F Q N - 4 6k7.8 EACH FACE OF TRUSS, All UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /�r�r� DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 4'av Alpine Engineered Products, Inc. RESPOIIS)AILITY SOLELY FOR THE TRUSS COWPONEGT DESIGN SHON11. TIIE SUITABILITY AND USE OF THIS D U R .FAC . 1.25 FROM GA Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �CA�� AIISI/TPI 1-1995 SECTION 2. SPACING 72.0„ i , + t cc 0 0 w 0 0 0 a .-I z 0 a T z a w H z w w z H a 0 r-1 ti oo M cc M C w <r 0 .•-I 00 0 (PTAIIUSU4-A[LVLUU - MATTERA - M1 9'10" GIRD TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L SS WEBS 2x4 OF -L Standard :W2 2x4 DF -L #1: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. ADDITIONAL LOADING PER TRUSS MANUFACTURER ----------------------------------------- (H1) BC - From 609 PLF at 0.00 to 609 PLF at 9.83 (H1) RECOMMENDED CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM CHORD. SIMPSON HUS26. SEE SIMPSON CATALOG C-2001. W5X6 (R) III W3X8(B3) =— GIRDER SUPPORTS: 25-0-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. -4-8-0-0 W3X8(B3) W- 4-11-0 I 4-11-0 I IE 9-10-0 Over 2 Supports R=3250 W=5.5" R=3250 W=5.5" i J- PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19.5a CAL - e —.375"/Ft: LongfeOow Lumber "WARNING-' TRUSSES REOUIRE EYTREHE CARE 1N FABRICATION. HARKING. SHIPPING, INSTALL 111G AIIO 99 Laren Ave nue, Chico CA 95929 BRACING. REFER TO 1119-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��aFESS/ TC 1�i` �{' F" 15489 4 '� INSTITUTE. 503 D'OIIOFRIO DR.. SUITE 20D. MADISON. MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAPE PROPERLY ATTACHED A �y TC DL 1O/0P S 't / 3�i/ 0 1 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '` .O "IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I B C D L 7.0 P F CADS 4 1 4B PRODUCTS, IIIC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUrl I LO THE Tp USSES 10 CONFOflHhI10E WITH TPI; OR FA BR ICATItIG, HAt10L]NG. III P11:1 IIID, IIISTALLIN6 AHD ALPINE BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r B C L L 0.0 P SF - E N V Tere 'V SPECIFICATION PUBLISHED BY THE AIIER ]CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Coll"ECTORS ARE MADE BF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * .TOT . L D . 33.0 P S F S E O N - 4 6� 9 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COIIIIECTORS PER w��{ a •'•• ORANINGS 160 A•2. THE SEAL ON THIS OR AWItIG IIID [CAT ES DESIGN OF PROFESSIONAL EIIGINEER IIIG C "' w �Y"•• AlpineEnginceredPFoducts,InC. RESPOtI51BILITY SOLELY FOR THE TRUSS COMPONENT OESIGII 5HOWN. THE SUITABILITY AND USE OF THIS �w�'kt OUR. FAC . 1.25 FROM GA Sacramento, CA 95828 COMPONENT1 FOR ANY 5E PARTIICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Y Vl SPACING 24.0" \••` •LVV - rim ICI%Y\ - r u MUIVU ) TOP CHORD 2.4 DF -L #1&Bet. BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard ADDITIONAL SPRINKLER LOADING PER TRUSS MANUFACTURER -------------------- TC - 75 LB Conc. Load at 3.00 THIS TRUSS DESIGNED FOR•SPRINKLER LOADS WITH DEAD WEIGHT APPLIED TO MEMBER(S) WHERE INDICATED. AT EACH LOCATION OF SPRINKLER SUPPORT, LOAD HAS BEEN INCREASED FOR AN ADDITIONAL 250fr AS REOUIRED BY UBC -97, TABLE 16-B CATEGORY 13. 1111b UPIG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24'00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4 III r 4 T 2-3-15 8-0-0 W2X4(A1) _ 1'11.5X4 III �3-0-0� 1-6-0-0 Over 2 Supports R-584 W=5.5" R=293 W=5.5" PLT TYP. Wave TPI -95\R Design Criteria: TPI STD 19.5a CA 1/ ifw"_ ^S(0e 75" Ft. Longfellow Lumber "VARN(NG« TRUSSES REOUIRE EXTREME CARE IH FABRICATION, HANDLING. SHIPPING. INSTALLING AND OCE i ">4 If5490 89 Loren Avenue, Chico CA 95928 BRACING. REFER TO RIO -91 (HANDLING INSTALLING AND BRACIRG). PUBLISHED BY TPI (TRUSS PLATE X T C L L INSTITUTE. 503 O'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `� TC OIL 10 . SF DAT "I.'08 1 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R[G[0 CEILIIID. 'J' SPR DU[TSATilNC. SHAlLT" RINOTAaEORESP011SIBLEF THE 0F05pGNA�O TDEVfATIONE INSTALLFROH17THtSTDESI6N: AANYLP[f1EFA1llUREIREETOD �� _�ff SBC DL 7 .0 PSF DR AD$ 4 Dl _ .9 R ALPINE BUILD THE TRUSSES IN CONFORMANCE KITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND W r }YL BRhCiOG OF TRUSSES, THIS DESIGII CON FOR MS WrTll APPLICABLE PROVISIONS OF NDS (HAT 10 AL DESIGN ne r ' BC LL 0.0 PSF .CA -ENG T/. .0 SPE C IFICAT 1017 PUBLISHED DY THE AMERICAN FOREST A11D PAPER ASEOCIATIOII) AN TPI, ALPINE _ CONIIECTORS ARE 11 ADE OF 20GA ASTH A653 GRAD GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT. LD. 33.0 PSF SEON - 46480 r EACII FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING w�LXX� �(�� Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS /X`�•/•�,r D UR .FAC . 1.25 F ROM GA Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING 1 DESIGNER, PER rf 6SPACING 24.0" ANSI/TPI 1995 SECTION 2. M N 0 151 B:- 0 a .a W w c7 z 0 .a T 0 00 M CD —1 m ti C. 0 .-I .--I CD \ N CD O ti -JAI IUDU-t-A4-I1- LU,U - MAI ICKA - 111 /" HAI TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. THIS TRUSS IS INTENDED TO BE A PIGGYBACK CAP. REFER TO DWGS PIGBACKA0699 AND PIGBACKBO699 FOR CONNECTION DETAILS. W04 W04 (B W4X4 =— 4(81) In1J ue+u rn[rnncu rnurl wnru— ioirul (—nw a uarrnvaun.a) avun• 1 ILI 11 111— NEGATIVE REACTIONS) OF -879# MAX. (SEE BELOW) REQUIRES UPLIFT CONNECTION. ** THE MAXIMUM HORIZONTAL REACTION IS 1913# ** IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS; TO BRACE TC @ 24.00 OC, BC @ 72•-.00" OC. TRUSS TRANSFERS 272.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER;OF RECORD. ,41 0-1-12 0-1-12 .3-4-4 3-4-4 ►_ 3-4-4 _I_ 3-4-4 _I —6-8-8 Over 2 Supports R-1113/-880 W=5.5" Rh=1914/-1914 R=1113/-880 W=5.5" PLT TYP- Wave TPI -95\R Design Criteria: TPI STD U8 CA 1 - F-ale�.4/75" Ft. LOMgfellowLlunber "WARNING•' TRUSSES REQUIRE EXTREME CARE III FABRICATION, HANDLING, SIIIPPING, INSTALLING AND TC LL 16.0 PSF REF R4^ -11711 89 LoreD Avenue, Chico CA 9s928 BRACING. REFER TO H18-91 IIAIIILING IMSTALL111G AND BRAC111G), PUBLISHED BY TPI (TRUSS PLATE OLC W F` l t INSTITUTE. 583 O'OIlOFR10 DR., SUITE 200, HAD'IS 011. Wl 53719)• FOR SAFETY PRACTICES PF R TO TC DL 10.0 PSF - DAIaE 0,5/22/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT-' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C DL 7. 0 P S F D R W C SR427 01173026 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N 005 '' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL 0.0 PSF CA - ENG' LUT/G4JH SP EC FI CAT I OH PUBLISHED BY THE AMERICA FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS VOTED. APPLY COUNECTORS TO i JU 25 001 Yt TOT -LD. 33.0 PSF SEQN - 20150 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TII15 DESIGN, POSITION CONNECTORS PER DRAWINGS'160 A-1. THE SEAL 011 THIS DRAWING 1110TCATES ACCEPTANCE OF PROFESSIONAL EIIGIHEENI RG C1V11- �Q' DUR.FAC. 1.25 FROM GA RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS '9 Alpine Sacramento, Products, Ino. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �OF sOGramenlo,cA9sazs ANSITTPT 1-1995 SECTION 2. CAilf SPACING 24.0" (PJAI I0004-AZLVt UXJ - PJAI Itl(A - FIL U-0- "Al TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard TRUSS TRANSFERS 48-00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) I4HERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD, (THIS TRUSS IS -INTENDED TO BE A PIGGYBACK CAP. REFER TO DNGS e PIGBACKA0699 AND PIGBACKBO699 FOR CONNECTION DETAILS. W4X4= 7 F— W2X4(A1) = 7 W2X4(A1) = PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ** THE MAXIMUM HORIZONTAL REACTION IS 404# ** IN LIEU .OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 0 lot 8 0-0 Vw W1 -5X4 III 0-3-0 0-3-0 ®� � x ? —3-11-8E 3-11-8� �3-11-8 _I_ 3-11-8-11-8 _I_ 3-11-8 —7-11-0 Over 2 Supports R=274 W=5.5" Rh=405/-405 R-274 W=5.5" / PLT TYP. Wave TPI -95\R Design Criteria: TPI STD UBC CA 1 - /01 Scale =.375" Ft. LongfeUowLumber 89 Loren Avenue, CWco CA 95908 • "WARNING-` TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TD H10-91 (HAlIDl 1N6 INSTALLING A110 BRACING), PUBLISHED BY TPI (TRUSS PLATE 507 D-ONOFRIO DR„ SUITE 2OD, MADISDH. HI 53)19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED 03 fj/�/ ItINSTITUTE, 4f TC LL TC DL 16.0 10.0• PS 9- P•SF REF R427--11712 DATE 06/22/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED m BC DL 7.0 P S F D R W CAUSR427 01173027 ALPINE PRODUCTS, INC, SMALL NOT BF RFSPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALL'OG AILD BRAC [NG OF TRUSSES. IN DESIGII COLIFORMS MITH APPLICABLE PROVISIONS OF NOS (NAT1DNAl DESTGH cc 0 5 BC .LL 0.0 PSF CA -ENG LUT/G41H SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECT RS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * Ju 25 001 * TOT. LD- 33.0 PSF SEAN - 20153 Alpine Engineered Products, Inc. P Sacrammento,CA95828 EACH FACE OF TRUSS, ALIO UNLESS OTHER MISE LOCATED ONTHIS DESIGII, POSITI0II COUllECTORS PER DRAWINGS 160 A - I. TILE SEAL ON THIS DRAWING 11101CATES ACCEPTAIILE OF PaOFES5IORAL ENGINEERING RESPONSIOILTTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TN IS COHPDIIERT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AIISI/TPI 1-1995 SE CT 1011 2. LSj, CiV1L , �� �`OFC�(F DUR . FAC . 1.25 FROM GA , SPACING 24.0" (PIATT0504-AZEVE60 - MATTERA - H3 7' HAT TOP CHORD 2x4 DF -L #1 m BOT CHORD Zx4 DF -L #1 C"! WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 a a w w c� z 0 ..a T CD z w W 0 z w w z a .a W2X4( THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.0'0" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. ) W 4 X 4 = 4(B1) 8-0-0 0-1 12 0-1-12 -3-10-4 �E 3-10-4� 3-10-4 _►_ 3-10-4 _I �7-8-8 Over 2 Supports R=262 W=5.5" R=262 W=5.5" PLT TYP. have TPI -95 R Design Criteria: TPISTD. U8C CA/ -/I/-/- /-/F Longfellow Lumber 09 Loren Avenue, Chico CA 95M ••UARN[NG'• ' TRUSSES REQUIRE EXTREME CARE 111 FABRICATION, HANDLING. SHIPPING, "STALLING ANO BRACING. REFER TO HIB -91 (HANDLING IIISTALLIRG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ILIST I TOTE, 583 0-0110FRID DR., SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FURCT10115. UH LE SS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Opp y CYy TC LL T C D L 16 .0 1 0 . 0 P S F P S F STRUCTURAL PANELS, 80770" CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' IMPORTANT— FURtIIS" A COPY OF THIS OE SI GH TO THE INSTALLATION CDIITRACT DR. ALPINE ENGINEERED B C D L 7 P S F ALPINE PRnnUtTS. INC SMALL NOT BE RESPONSIBLE FOR ANY "V[AT 10N FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPIIIG. INSTALLING AND BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (UATIORAL DESIGN 80 5 B C L L .0 D . D P S F -- Alpine Engineered Products, Inc Sacramento, CA 95828 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATIOU) AHO TPI. ALPIIIE CONNECTORS APE MADE OF 20GA ASTH A653 6840 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANS 117P1 1-1995 SECTIOil 2. J * Qr� U 2 5 2DD 1 * CIVIC y. L.�F TOT. L D . 33.0 P S F D U R .FAC . 1.25 SPACING 24.0" 143 0 ,Scale =.375"/Ft. REF R427--11713 DATE 06/22/01 O R W CAUSR427 01173028 CA -ENG LVT/GWH1 SEON - 39336 FROM GA Diagonal brace also required on end verticals. Up to 24' 1 3/12 1 8' 1 17 1 12 togetherandcausecollapseifthereisnodiago- 36" Over 24'-,12' 3/12 1 7' 1 10 1 6 4' 60" Over 42' - 54' 1 3/12 1 6' 1 6 1 4 are attached b the topside of the top chord. 84" 1 Over 54' 1 See a registered professional engineer 96" 2" 8' 1 O 2" + DF - Douglas Fi •-Larch SP - Southern Pine v HF - Hem -Fir SPF - Spruce -Pine -Fir 0 ry°• �� typo ey Diagonal brace also required on end verticals. PLUMB i I Truss Depth D(in) i =45° 12 —j3or B greater All lateral braces lapped at least 2 trusses. Continuous Top Chard Lateral Brace —� Required 10' or Greater iJ Attachment f Required 1 AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A I Lesser of Ir D/50 or 2" i Maximum Plumb i Misplacerren, Line 12" Top chords that are laterally braced can buckle 1' 24" 1/2" 1 togetherandcausecollapseifthereisnodiago- 36" 3/4" I nalbracing. Maganalbracmgshouldbenailed i 4' 60" to the underside d the top chord when purlins 5' 2q� 1-1/2" are attached b the topside of the top chord. 84" 1 Or �QSS PLUMB i I Truss Depth D(in) i =45° 12 —j3or B greater All lateral braces lapped at least 2 trusses. Continuous Top Chard Lateral Brace —� Required 10' or Greater iJ Attachment f Required 1 AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A I Lesser of Ir D/50 or 2" i Maximum Plumb i Misplacerren, Line 12" 1/4" 1 1' 24" 1/2" 1 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1 1-3 4" 7' 96" 2" 8' 1 O 2" 9, BMW 1 L(in) L(In) . U20Q L(ft) 50" 14" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' Lon) Lesser of L.'200 or 2" OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstarces should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses Frame 6 200" 1 116.7- 250" 1-1/C 20.8' 300" 1-1/2' 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstarces should 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 ISINVO:VEDI When you see this symbol - BECOME ALER— - HEED ITS MESSAGE. JACAUTION: A CAUTION identifies sa=e 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 ° Itis the responsibility of the installertbuilder, buildinocontractor. licensed contractor erectoror erection contractor) to properly receive. unload, store, handle, install and brace metal plate connected wood trusses to Protect life and propertv. The installer must exercise the same high degree of safety awareness as with ary other structural material. TPI does not intend these recommendations to be interp-eted 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 condib-on where failure to follow instructions or heed w---rn- ing wil most likely result in serious persepal injury c r death or damage to structures. WARNING: A WARNING describes a condlTion JAsevere?ersonal where failure to follow instructions could result in 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 involve, be presented as a guide for he 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 are part thereof must not be reproduced in any form without written permission a` 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, erector orerection 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 connecticns 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. TRUSS'STORAGE CAUTION: Trusses should not be Aunloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. JACAUTION: Trusses stored vertically should be braced tc prevent toppling or tipping. A& WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- properly braced. Do notbreakbands 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 g bands. Do not use damaged trusses. is extremely dangerous and should be stricfy prohibited. Frame 1 IM �I 12 --� 4 or greater @ottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. 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. Gly G"y WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Caoss bracing repeated at each end of the building and at 20' ln`ervals. ♦♦'-wh,_��� Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago. nal bracing. Diagonal bracing shou dbenailed to the underside of the lop chord when purlins are attached to the topaide of the top chord. =45° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir i TOP CHORD Continuous Top Chord All lateral braces TOP CHORp DIAGONAL BRACE`: Required MINIMUM LATERAL BRACESPACING (D8� SPAN, PITCH SPACING LB #trusses Required Attachment Up to 32 412 8 20 15 Over 32'- 48 4/12 1 6' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. —� trusses. 10" or Greater Attachment i \ Required Attachment Required of Begg WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A AM Up to 28' 1 2.5 7' 17 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 ti ey �Q Lateral Brace All lateral braces Required lapped at least 2 nal bracing. Diagonal bracing should be nailed trusses. 10" or Greater / Attachment i \ Required 2g p� /ess =45° Frame 3 aoO� @rti . Topchords ti ey �Q that are laterally braced can buckle Qtl\ togetherandcausecollapseifthereisnodiago- Jyh nal bracing. Diagonal bracing should be nailed wry to the underside of the top chord when purlins are attached to the topside of the top chord. Tag Line WARNING: Do no. a tach cables, chains, or hooks to the web members. /r.0 orless �. r� Approximately Approximately 1/2 truss 13ng1h : truss length Truss spans less an 30. Lining aevfces snoufa oe connectea to 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 WARNING: Do not lift single trusses with spans greater than 30' by the peak. Spreader Ban Toe In Spreader Bar Toe In ' ApproximetBy Vito 7/3 truss leng'h Less than or equal -:o 60' Approximay is to Y3 truss ls-igth Less rian or equal) .o 60' Strongback/ SpreaderBar Approximately_ ih to 3/, truss length Greater than 60' Tag /Line Tag Line Strongback/ SpreaderBar 10' 10' Toe In At or above mid -height Y ?/3 to 3h truss length Tag Tag Line Line / Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusses with s'milar configurations. Consult a registered professionzl engineer if a different bracing arrangement is desired. The engineer may design bracing le accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSE-84, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) IA CAUTION: Ground bracing required for all installations. A] Frame 2 Pruss of braced' oup of trusses (EB) Up to 32' 1 30" 8' 16 10 Over 32' - 48' 42" 1 6' 1 6 4 Over 48'- 60' 48" 1 5' 1 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 IbS 0 %V diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential to stability and must be duplicate both ends of the truss system. AWARNING: Fallure'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. All lateral / braces lapped at least two trusses. End diagonals are essential for stability and must be duplicate -0 on both ends of the truss system. =450 Frame 5 •. Continuous Top Chord Lateral Brace Required I 10' or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. i • f .,�... a ,i, a C I limillEFIR96- ill im.- �=�m ' X10 iii 3 Y 4 , . •moi !;• ».. � '� , � o - ' twot , , � e ^ y•a� rN� yY 1 I/ M f',• j � 9 ` lix— ` So4-a EYE00-rrATTERA GTP IOGE; 01 25' DGWSCJ REPAIR FOR ST08[413 LEFT SIDE 2'. L7 a O Q O OD O Co LO LL CD (. ) f i= 3 0 Ll C� Z 0 9 LL REPAIR PROCEDUtE 1}_Sa40RE'IOU Si TO RESTORE TO -PRE -LOADED COND1JIOtJ'. 2) STUD TRUSS: ]} 100 GOSSTES7116" D9 GUSSES; APA RA.' THIN (p) 7/16' PCULLLIWEO OF SURFACEOO ORSDEFECTSTIF SMALLERETHAN/24' SgUARE1.• GUSSEI TO i AE OF TRUSS. HAJ!L+,EHBERS, WITH 6dCOHNON(0.113X2.0"NAILS TOL CHORO D ALTERNATEFACES. NEB SPACQ NAILS NO CLOSER THAN 2' 0/C AND STAGGER ROWS 70 PREVENT 5pL175.�GfRCLES�FNDiCA-TE-i INEMUM=OUPuY-hTY-(J 1CS7-EACH:FA j4 (C) R£NAiwCfl OF CUT PLATE RUST HA9E FULL WOOD TO PLATE CONTACT. p. High Stren P �_- ALP\F-- Alp' neb o9�' ac.�v3 0-7-3 rets ntrr, PBLPARfn rpoti COM911TEP. IRPMr ILOAOS 1 aimEmimm samr:EO wi nusi MFS. L Complete Trusses Required F 807X: SEE DRAWING CAUSR42.7 9174:3001 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BT THE TRUSS 11AAU1FACTUAER OR LOCAL BUILDING DEPARTMENT, TO A'StJRE CONPIIANCE WITH ALPINE DESIGNS AND SPECIFIC.ATIOHS. EDGE AND ERD DISTANCES AND SPACINGS FOR NAILS SHALL 8E SUFFICIENT 7D PREYENT SPLITTING Of THE WOOD AND HEET REQUIREMENTS OF 1994 UBC SECTION 2311.3..1. a. k {P}18X18. CUT TO Fir L -a -o 8 10-0 _7-0-0 9-0-0 �} 7 4-D 7-0-8 10-5-8 'I Over 2 Supports R=50241.922 RK -68S7/-6857 gtkHave TPI -95 Oesign Criteria: TPI (STD) -WARN11MB'• TRUSSES atkU1RE [MINIM[ CART 2S FAIRICA.CION. MAKING. SHIPPIRG. INSTALLING AM 11FAC164. 1ffato 1110.91 49=LING IAISTALLEMG .110 MACOMB), PUMLISIED aI IPI LIIU3S )LATE 1N3TIwTE. S93 V'104 01111 ISI.. SUITe Mo. WO130K. 141 INIP). ICA 3AFE91 PIIARQ I7 PRICE TO PERF(O211In ➢HESE FUNCTIONS. afS ESS (IMMENSE IT014ATIO. FOP CN0I0 KjALI IUIE PIWtY ATTAEHEO 3IpUC1A1IAL PANELS, TOTTaN GOMB SHALL MIE A PRV►L0.L5 AITAUIEO IIGW CEILLOt. 9L •Ir.FORTANS'- fWt ISN A COPY 4F THIS OESS&A Fl GRE IRITALLATTOII C0111RAVIOR. ALPINE ENUIMFURED PROOUCIS. INC. SHALL My RE Of-PONSBLE IDR AFIF UFIIATEON FRC" fNIS OESM- ANY (Alum[ TD 90110 THE iBUS%5 [N (URFaHY1ICe YI IN TPI: = p"StCATIam. RAMIRO. I1UrriM. 1101AWMIS ARM 89A 'THIS 0,vI[[/ICATIa" PULLESNEDIerlTHISSAMERICANOFYYl"SEST ANO111 PPAPEA ASSOC14110K) AND IP1.INALPIAS TLaM tE![G" a)AfEt IDA. ARE HAGS a[ 2061 NTN AES3 GILD GALT. STEEL. EXCEPT AS NUFEO. APPLY C0111EC10Rf f0 EACR fA(a OF INU55. AND WLESS GEH EN139 LOCATIO 4K TINS 0tSSU, POSlflalr CIODICCT4RS PER MAW" ISO A -C. TIC $EAI, OK AMID [SCAR INO INO[CAISS A[CIPTAMU:E Of PROPESSlaNA1 E21C laESL YA6 R,ESFOAUSIL ITT 50LELY FON THE IRJSS CCMPONENf FES IGH SO MR. [IEE YJIIABILIIY ARI USI Oi I. wgiOMEAIf FOR ANT PLATICLAAR eU1L.)ING IS IIIF RE5PO"SIBILUS W f1E .'PAILUIRG')LSIGIU. PER ANfI%iPf (•1995 SELIIUR Z. 1�e &\f. +8-0-0 R-6015/-640 W-5.5' CAI -Ill-/ R f Scale =.1875!ff t_ TC LL 16.0 PSF REF R4Z7--75280 _ TC OL 16.0 PSF DATE 10/17/01 HC OL 7.0 PSF DRW 4:AIJSR42) 012901107 8C LL r;j O--0 PSF CA --ERG GTP/CWC _ TOT.,.LD _ .13:0 PSF ,..&SFUIFt! 481,32 Q ON U c.: •, M 1 1 .. ♦ ,� a . ria-♦ • � � �sG"*�}a . z a� �• i . .r ' ♦ 't+,St#. ISL L { . iyi ay i . , �•.. . a.. .. �.1�i�_... ,. _ ... .moi<. �..• - .,.. M CV O v O 00 O , LSO X L1_ 0 L) Of W 3 0 Id LL c� 1� 1R_1TATiIJ504_AZLVZDD JIATTERA GTP / 92 ZS' TSC (REPAIR FOR STUOBIHG LEFT SIDE 2'. RFPAIR PROCEDURE ------------------------ ------------------------------------ L) SHORE TROSS TO Rtii10RE TO PRE LOADED CUROETION. 2j STUB TRUSS. 3) ADO GIJSSTES. I� 1L - (,) ADD zX4 DF -L Standard OR BETTER NFDGE: 'T (P)• 7/16= PLYWOOD OR 7/16" OSS GUSSETS; APA RATED 24/0 SHEATHING, LXP.1, CULLED Of SURFACE DEFECTS IF SMALLER THAN 24' SQUARE. NAIL ONE GUSSET TO EACH FACE OF TRUSS. THROUGH ALL CHORD AND WES MEMBERS. KITH 6d COIIMON (0.113K2.0") NAILS TO ALTERNATE FACES. SPACE 14AILS NO CLOSER THAN 2" O/C AND STAGGER ROWS TO PREVENT SPLITS- 2=1RCLES,I:ND-ICATE_M1. IMU9a4UAN7E-1-Y OF-NAILS=EACH=f-ACES T1115 M PREPAR£0 FR0:1 CUHPUFEA LUPUT (LOADS A O 0[851051 5uRMITTEO BE TIU55 HFR. 110TE: SEE DRAWING CAUSR427 01252032 FOR L.WIRER• PLATES. AND OTHER DATA NOT SHONN HERE. *AFTER COMPLETION OF REPAIRS. TRUSSES MUST OF. INSPECTEEI BY THE TRUSS MANUFACTURER OR LOCAL RUELDENG OEPARTHEHT 10 ASSUIIE CO HPLIANCE'W1711-ALPINE DESIGNS AND SPECIFICATIONS. EDGE ANO END O?STANCES AND SPACINGS FOR HAILS SHALL Or SUFFICIENT TO PRfVENT SPLIT111116 OF THE WOOD AND MEET REQUIREMENT; OF 1994 UBC SECTION 2311.3.3. (P)30%30,'CUT-TO"FIT I�•o _ 8-10-0 _I- �— o-0 _I_ 9-0-0 7-d-0 r 7-0-8 'i IO -5-8 r —24-10-0 Over 2 Supports --- — �{ R-1122 H=3.5" 8-1197 N-5.5" 8 0-0 PLT' TYP. Nave TF1 -95 Design Criteria: IFI STD UBC CA 1 - - R F Scale -.1875• Ft. `WARRING— 16-ISSC] A UIRE 01110L CARE IS FAIRILATIGI. NMCLIOG. IN(PPIA0. INSTALLING Ado •0111111. RCre+ SN N1+ -f1 (MAA(CIO INSTALL CHO A90 IRACIN17, PUBLISIND I1 TPI {TRUSS PLATE TC L 16.0 PSF REF 8427- -75280 in SIITUTT. 107 0-CIOTA'O ID Op 6k Su [TE 1 00. N{0150Y, N1 5]719). FO+ SAFETY 1RACTTCCS POOR To _ .� _ -- — PEIF/1M116 [HESE IBIS. U11ESS 0III41YISE IR0ICATED. TOP CUOR+ SIIALA. HAVE PROPFAILI ATIACHFI �i wA TC 1 t•,f F logo• P F' DATE 10/17101 SWIICCI+IAi PANf.LS. OOTTIN CHORD SHALE IOLYE A PROKIN.T AITACIO'D RIGID MUM FZ 4'• (` _ ••SM70NTANT•• %Upxl!4 A COPi 0► THIS +(SIIH TO 7HE INSTALLATION EO.IRLCCTOB. AU'IIE WGIRL[A.EU QAT 'A ANY FA1LUE T+ 5. 1� 7o BC OL+ J,p•'++7.0 P5 .: % gftVJCrj.A42) n129D�12 PROOLC IS. INC. SHILI. OI BE aESP01117H I FOR AIME OEVIATION FAaM IRISeM. PESION; .,•,�. r OUtI+ T.0 f1UStC,I' D1 COIFOANU[CE U17H IPI: OR ix+ii(CA1'I tR3, fAlAO1lO6, SN(PPIAO, TIIS1xRC1R0 AN+ _k'a ' - ORALIIG IF TIRISSE(_ THIS OES14N CC11f[NNs N(TR APPLWAKE PRM(SIMK OF NOS (RATIONAL DES76A * LL A' 0 �,�;'Psip ; C ENG GTP/C1'IC \C---= sMALP SP[Cti![A7lCN F16Liwo BT 1HE AA ER ISA) FOREST AND PAPE(-ASSOCIA7[CRI AM rv1. ALPINE P 5 ; --r - // EAWCCAW(fACESNipI+REiC AAIO YNIf>S OINCAgSC" zona AA7" A553 (LU[AlEO aIBALI . 1CTN/1L. 0E�CA^SPOSITIgI (AIECTOpSNP(A�1 TI E/1ES' 'TOT. PS: r 9N {� -� !� �� H,o�U DRAWIGS 160 A -I. IH[ SIAL 011 1HIS OIAYIRG INJICAIES ACCEPTAI(E OT ►EOFESSTOIAL EN61NETp1Nt e Alp in, Fog Rem*5111LITT Af1ELT T11 RHE 72 U]1 CCIVONCN, I,5Tam stow. TRE WJTA81LITY ADD VIE' OF THIS OUR.fAC . 1 .25 M GA SwnmCniL Ch 95928 CGIIPCIRE&I FOO ANY PARCICIQIA 00101110 15 1HE RESTDIIAOELITF " TIE /t1IMIr MIGHIR, PFR-- AHstlrPl 1 -was sE1T1cN I. SPACING 24 .0. f9 M M a O Q O M CID O M Ln C] U m 3 d LJL C7 6 J 9 r. `—GP._IlA i ros04AzkVE00 rWTTERA GTP / B7 Z5_COxN } .REPAIR FOR SiUbHING RIGIIT SIDE 2'. E REPAIR PROCEDURE -----------------------------------------------------------I ) SNORE TRUSS TO RESTORE TO PRE-LOAOEB CONDITION. `2} STUB TRUSS. ADD 6USSTES. IPJ 7/16' PLYWOOD OR 7/16' (IS8 GUSSETS; APA RATED 2410 SHEATHI". JEXP.1, CULLED OF SURFACE DEFECTS IF SMALLER THAN 24• SQUARE, NAIL YUE GUSSET TO EACH FACE OF TRUSS, THROUGH ALL CHORD AND WEB KINBFRS, WITH 6d CONNOR (0.113X2.0') HAILS TO ALTERNATE FACES. SPACE RAILS NO CLOSER THAN 2" O/C AND STAGGER ROWS TO PREVENT SPLITS.CIES[N0ICATE"HINIHA1HTdUANTITY=ilP-NAILS £Al'H�FALE THIS ONG FRIPARFO FROM CONPOTER 19PDI {LOADS 1 6IHrNSI.]NS) SHBHITTFO BY 1•fluSS HFH. NOTE: SEE DRAWING CAJISR4Z7 01243002 FDP. LUMBER, PLATES. AND OTHER 'IATA ROT SIIOUN HERE. AFTER CMIPLETION OF REPAIRS:'TRUSSES•NUSF BE INSPECTED BY TRUSS HANUFAC,7URER OR LOCAL BUILDING DEPARTMENT TU ASSURE---- COMPLIANCE SSURE_COMPLIANCE WITH ALPINE DESIGNS AND 51TECIFICATIUNS• EDGE AND END DISTANCES AND SPACINGS FOR NAILS SHALL YE SUFFTCIENT TO PREVENT SPLITTING OF TIIE HOOD AND NEET REQUIREMENTS OF 1994 USC SECTION 2311.3.3. 0-77-3 -x..8-0.0 {P)19X1$, CUT TO FIT 1 L 9-0-0 I 7-0-0 I� 24 10-0 over 2 Supports ------I R=1273 N-5.5" R-1206 N•-3.5' ,PLT TVP. -.wave TPI -95 Design Criteria; TPI(STD UDC 1 CA 1�LI.R • Scale .1875" WARN IR{•• TRD"" I—'" r'TAENE CARE 1N FA -"L Afl-- DMIIL(RD, 71'11{1101. IM -1=111G _ OIAC IMO. REFEI TO, H1a,01 (HAIULUM INSTALLMS AND ILICUIGI, I'misl1E0 DY WI URO517t ATE �(. TC LL 1S.0 PSF REF RA27--75280 1N51 ([YTF. 1Bl D•OIAKRIO h.• sUIIC MO, WADI DDM. Ifl 5371!1• FIT Un Y /R7Cl1 CES Pp[Cp 1a a{N- _ DCAIOMIlG {NEB FDt1CYfCNS. D6lE5S V77EAVISE LIDTCAIE0. 1Dr CHMA MALL PAI[ PIIIERIY ATLIAHC7 yp TC QL 1U.0 PSF RATE 10�17/OI ST tXIC'"At rANtt s, 11111110 Imis SIIALL AAIL A PDOPC4T ATTACHED MG10 CE1L1,T9. •INPONTAN17•' Fu1N 196 A CCrI Of IT111 (IMIji ID INE IY67ALLA'I" .OMRACTOV. ALPINE &MINCEN90 PONT •-- •PH000CIS. 11C. 1FJ1L W Of HEIMUSULF FYA ADT DE►{11100 II CAI TNT& DESl6R; .ANY FAILME (O BI, OL 7.D PSF ORM CMISRAZ7 01290DII DOIID TI11 Il US US IL CDNfOIHXINCE WITH TPI; OIL FASULATMA. RAt1Ol INT_ MitrPfA4 INSTALLMIS AND _ r_- ALL E� PINE epaclEn OF TOME 1. THIS (11116M(11116MFSt[DIIFOINCEpTU ADD7,ICABLL oY Pl7511N10f DDS TRAf1011AC DESIGN * 31p LL 0_U PSF _CA fITG GIP/1 WC SDECI3 IcAI1l11 IUDIt1tICD BY TRE AN"'CAN TOTEM ANI PAPE1 43SOCIAT7071 A® TPI. ALPINE [t `------ [uDNEf 10I7 Alm pA1E OF i0W ASTM ADS){ MIa IRI I. STEL{. ELCFPI AS roITfD_ APPLY CGMECIOIS 7! • T(JT77�101 1 +3-- G - _ 4f37 Lr/ EACH'ACt Or TRUSS. JW VALESS OTHERWISE U0010 on THS DESIGN. POSIT1011 (OMMECro I rE1 �3 -1A S OflAN" lI0 A•E. f6t SYA "H IDIS 24"JING IIJICATSCS ACCEPTANCE 00' FIOrE1710NAL EIGIMEE1N0 v^ AIP10cFA1gtDtZfC�PtadTXb Inc. I�LlO1S1/11IiY X01 ELT FOq INC ToU S C"POtdt.1f OL -I w SNOW- ME 7u17ApIL11<AND IH! M illi! 1' .�DUR' 11�, 5•� F Lqq GA - T_ Blamm,raCHs.5918 (OIVDILII /OR ANY MErtWC.�i OVItDINO ti TAE I(SPOASIlELIFF Of THE tlUIt9FKG GES&MEC. PITT AHlI/1P1_I.1915 t.C.T to",. LL --- r PAC.Ln V A m c r Af • e��,_ 1�Mia , sea y 4 . n ri';t�" • t� - k ...otihG V- S a• , c r e g A R C H I T F C T U R E A N D P L A N N I N G Timothy J. Crete - Architect ( C - 24094 ) 2540 Esplanade #12 Chico, CA. 95973 tele (530) 345-6676 fax (530) 898-0586 www. cretedesign . com e x p e r I e n c e y o u c a n b u I I d o n. Dept. of Development Services Building Division 7 County Center Drive Oroville, CA. 95965 Attn: Linda Simpson - Plans Examiner Re: Mattera Residence A.P. Number: 041-680-002 Building Permit: 01.-1.689 Re: Plan check review dated August 24, 2001. Part 1 -- t 1. Enclosed are revised sets of truss documents containing the documentation to include fire sprinklers. 2. The beams (6x12 )has been checked by the engineer and is OK. The footings are OK also. The point load on either side of the beam in question is 6208 # (as per engineer) and the point load at the truss at the location in the 2x6 wall is less (approx 50000. The actual soil bearing is over 2000 #/sf (even without increases for depth) as per the Kleinfelder report. A point load of 6208# requires 3.1 sf of soil bearing. With a reinforced stem and footing as per plan the loads will spread longitudinally at least 2 ft.in both directions from the point of load. This will result in a bearing area of a min of 4 sf (or the capability of bearing of 8000 #). Since this area will. only need to bear 6208# at the most the footing is O.K. The only addition is to require that a 4x post (or.triple stud) is placed under each. double truss and under the ends of the 6x12 for proper bearing. 3. A compaction, report will be prepared for fill areas. 4. A presaturation report will be prepared prior to placement of concrete. If any additional information is needed please contact this ofrcc. Sincerely Timothy J. KL EINfEL1)ER type of material and water seepage along trenches backfilled with coarse-grained sand and/or gravel. IMPORTANT NOTE- Recommendations provided above for pipe zone backfill itrc niiuimum requirements only. iviore stringent iaterial specifications may be required to fiillill local codes and/or bedding reyuiremcnts for specific types ot'pipes. We recommend the project Civil Engineer develop these material specifications based on planned pipe types, bedding conditions, and other factors beyond the scope of this study. 3.5.2 Compaction Criteria All trench backfill should be placed and compacted in accordance with recommendations provided above for engineered lill. Within pavement areas, Trench backfill should be compacted to at least 93 percent relative compaction within 12 inches of finished subgride. Mechanical compaction is recommended; ponding or jetting should be avoided, especially in areas supporting structural loads or beneath concrete slabs supported-on-gride, pavements, or other improvements. 3.6 SPREAD FOUNDATIONS 3.6.1 Allowable Bearing Pressures We recommend spread footings constructed of reinforced concrete and founded in non -expansive, undisturbed native soil and/or bedrock encountered during our field investigation at depths of 1 to 2 feet below existing site grade be used for support of the proposed residential structures and outbuildings. For these structures footings should.be a minimum of 12 inches wide and embedded a minimum of 12 inches into non -expansive soil and/or bedrock: Additionally, eve recommend all structures which have interior concrete slabs supported -on -grade be supported on a deepened (minimum 12 inch embedment into non -expansive soil and/or bedrock), continuous perimeter foundation to'rediice water migration beneath interior floor slabs. ']'his will require foundations extend between 24 and 36 inches below existing site grade, or to a depth such that the surficial clay soil is completely penetrated, and base of the foundation lies 1.2 inches below the contact between the sllr icjal clay and the underlying non -expansive ma(erial. Deepened footings may use lean concrete to within 12 inclies of the lowest final adjacent subgrade. Lean concrete used in deepened foundation excavations should have a nuninrum 069627 Filc: 26-2152-1)1 Copyright 1996. Klcinlcldu. Inc, ��c I i cl' 2April 9. 1996 I<I.FINr.FLbFtt unconfined compressive strength of 1,000 pounds per square inch alter a 29 -clay caring period. An allowable bearing pressure oj P20006,iiounds per square foot (psf) may be used for spread foundations with the above mininmensions. The allowable bearing pressure will vary with fooling width and embedment. Therefore, the minimum allowable bearing pressu(e )rovided above may be increased by 250 psf for each additional foot of width and b . 500 I�f for each additional foot of.embedmew up to a maximum allowable bearing pressure of 4,00 psf. The allowable bearing presmre provided above is a net value-, therefore, the weight of the foundation (which extends below grade) may be neglected when computing dead loads. 'The allowable bearing pressure applies to dead plus live loads, includes a calculated factor of safety of at least 3, and may be increased by 1/3 for short-term loading due to wind or seismic forces. 3.6.2 Estimated CtttC.mCn1S Total settlement of an individual foundation will vary depending on the plan dimensions of the foundation and the actual load supported. BAsed on anticipated foundation dimensions and loads, we estimate maximmm settlement of foundations designed and constructed in accordance with the preceding recommendations to be on the order of 3/4 inch. Differential settlement between similarly loaded, adjacent footings is expected to be less than 1/4 inch provided floolings are founded on similar materials. (e.g., all on native soil, or rock). Differential settlement between adjacent footings founded on dissimilar materials (e.g., one footing on soil and one footing on rock) may approach the maximum, anticipated total settlement (i.e., 3/4 of an inch). Additional reinforcement of contimmus footings traversing cut/fill transitions, deepened Footings founded on similar materials, or overexcavat ion and replacement of the cut portion of the building pad may be required to reduce differential settlement or structural distress resulting from noxi -uniform foundation support conditions. Settlement of all foundations is expected tooccur rapidly and should' be essentially complete shortly after initial application of the loads. 3.6.3 Lateral Re'sislance Resistance to.f�trtral loads (including those due to wind or seismic! forces) may be provided by frictional resistance between the bottom of concrete foundations and the underlying soils, lean concrete, or rock, and by passive soil pressure against the sides of the foundations. A coefficient ----'\ (109627 Fitc: 20-215)-01 Copyright I996. F:Icinfcl<Icr. In Page IG of )_i April 9. 1996 E 1.70E+06 psi Fc(Perp) 625 SAWN BEAM AT DORMER- 6' F„ 95 L 6 ft Fb 1000 L 72 in C, 1.00 b 5.5 in Cit 1.25 (roof live load) d 11.25 in CM 1.00 A 61.88 in^2 Ct 1.00 S 116.02 in^3. C.T.1.00 1 653 in14 Cr 1 E' 1.70E+06 psi E 1.70E+06 psi Fc(Perp) 625 psi values for DF -larch #1 F„ 95 psi A Fb 1000 psi 6208 CALCULATE CL (KbE = 0.439) I„ 72 in FbE 13530 I„ / d 6.40 F*bx 1250 le 148 in FbE / F'bx 10.82 CL 0.99 Rb 7.43 CALCULATE ALLOWABLE BENDING STRESS F'b = 1244 psi CALCULATE ACTUAL BENDING STRESS (RLL + RDL) LOADING: 2 D5s @ 1239 LB AND 2 Dos AT 4969 LB (see attached worksheet) mmax 90000 in * Ib (see attached worksheet) fb = mmax / S , 776 psi. OK CHECK HORIZONTAL SHEAR' f„ 60 psi OK note 1: (loads from (2) D4 trusses are within "d" of the ends and are not included in the calculation for horizontal shear) CHECK DEFLECTION. L / 360 L'/ 240 A DL + LL 0.30 0.04 OK CHECK BEARING L 3.00 in A 16.50 in^2 P 6208 Ib fc 376 psi OK USE 6x12 DF #1 WITH 3" OF BEARING EACH END • i DESIGN MAIN 4.5' HEADER AT LINE 2 . (GLULAM) PARAMETERS L 4.5 ft 'Cr 1.00 L 54 in CL 1.00 (compression face continuously supported) d 12 in Ct1 1.25 (roof live load) b 3.125 in CM 1.00 A 37.5 in^2 C, 1.00 S 75.000 in13 CT 1.00 1 450.000 in^4 C„ 0.96 E' 1.80E+06 psi Kl_ 1.00 (uniformly distributed load) E 1.80E+06 psi Fc(perp) 650 psi values for 24F -V4 glulam F„ 190 psi Fb 2400 psi CALCULATE ALLOWABLE BENDING STRESS F'b = 2868 psi _CALCULATE ACTUAL BENDING STRESS (DEAD LOAD + SNOW LOAD) reaction from trusses,at 24" OC 903 Ib w = 903 Ib / 24" 37.625 pli fb = (w " L^2/8)/S 183 psi OK CHECK HORIZONTAL SHEAR f„ 41 psi OK MEXiI33:11WaNt, Bearing length 1.50 in A 4.69 in^2 W10181 1016 Ib (per support) fc 217 psi OK CHECK DEFLECTION L /. 36,0 L / 240 0 DL + LL 0.23 0.01 OK Use 3.125 x 12 24F; V4 glulam with 1.5" of bearing each end 8/27/01 VisualAnalysis 3.11. Report September 27, 2001, 5:23 PM Project: 6' dormer beam Engineer: Paul Krohn Default Units: Feet, Pounds, Degrees, *Fahrenheit, Seconds. Member Point Loads Offset Magnitude ft 1.0000 9969.0000 lbs 0 y - 2.0000 1239.0000 lbs 1' 4.0000 1239.0000 lbs O 5.0000 4969.0000 lbs 04 Nodal Reactions Node FY lbs N1 6208.00 �— C. ✓ �'PPie Y`� a.. c �, N2. 6208.00 Member Internal Forces Offset Mz ft lb -ft 0.0000 0.0000 r 0.6667 4138.67 1.3333 6621.00 2.0000 7438.74' 2.6667 7447.00 3.3333 7447.00 4.0000 7438.74 4.6667 6621.00 5.3333 4138.67 6.0000 0.0000 0 z AU27-01 07:06A A Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX FA CSIMIL E CO VER SHEET Date: August 27, 2001 To: Tim Crete From: Linda Simpson Subject: Niattera. Number of pages (Including this cover sheet): 2 Telephone Number of Receiving Telecopier: 898-0596 0.61 If you do not receive all of the pages, please call (530) 538* -7541 as soon as possible. X, ,.j Sil /c'erely, %� Linda Simpson Plans Examiner The i? coqfick.,ittial cm i dy' tv M F ifoiwiation contained in this i,s cillo contaiii Pt-i.yilegetl iqfoi-matioh. The iqfbi-Mall'on is ifiten&d'only for the use of the ipiefividual to whoin it is addressed. Ifjwii are not the hitended recipieift, J"oll al -e hereby holifled that any itse, Visseininatiom distribution, oi- copying ( )f this communication is sit -icily prohibited Ifjwit have recut'yed this facsimile in et -t -or, please notify me inmi.Vdiately by telephone, acid relin-iiIhO-ot-iginallome. Mink you. d =01 07:06A August 24, 2001 John Mattera 1236 Orchard Way Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville. CA 95965 (530) 539-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-680-002 Building Permit Number: 0 1- 1689 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 - 1 by completing and returning the enclosed PLAN REVIEW RESPONSE FORA4. 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 - STRUCTURAL COMMENTS: _1—Please provide a letter from the Truss Company or truss details showing that the loading of the fire sprinklers has been accounted for. —�--There are four D4 trusses on the plans (at the dormers). These are double trusses. Please show the bearing points on the dimension plan under these 4 trusses as you did the other girder tnisses. These D4 trusses are 3 -point bearing, so will need extra support at. the interior bearing points also. You show a 6x 12 beam on sheet 12 right behind the dormer. This beam supports 2 of these D4 trusses and truss D5. Please provide calculations for this beam and its footings.: ;3: A compaction report will be required where fill is being used. 4 A presaturation report will be required prior to placement of concrete. PART -.11 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. No items'remaining. 1 of 2 P.02 FD4T�1N�q � �cJ.JbM')�J C44 LCjjL,t}TI COIL V DISTIL niz CA �Ap A- C�t�►� c.�-a �1 � r`�i� 3 e3 a Dom► (.11,4 41 solk- GOA4"Ll Ito 5)e-- 400 ?,Oe (AA. Loo C--✓� Z:),4.) m TI. C.0 CA L--� t IL ya. 347 hoil) o f r lilt' 'f l5 Ht) A t�- �r�„✓C. v5 puorI 40) ! . 2 So,3 0 s b 3 9; r. 7" b 3 FEENEY ENGINEERING ROBERT J. FEENEY, CIVIL ENGINEER 389-C CONNORS COURT CfHCO, CA 95929 Telephone (530) 899-0409. Fax (530) 899-0943 6/28/01 To: County of Butte Building Department Re: Mattera residence submittal I have reviewed the sheets submitted by Tim Crete for the Mattera, residence and they reflect the specifications contained in my calculations for this project. S'*nc ly, ( F RobertJ. Feeney ney W3 Y 1E STRUCTURAL CALCULATIONS FOR Mattera residence PREPARED BY Feeney Engineering 349-C Connors Court Chico, CA 95926 (530) 899-0409 Gravity loads 1 Calculate lateral coeficients 2 Design diaphragms 3-8 Design shearwalls 9-19 Beam design 20-21 Diaphragm layout 22 Shearwall schedule 23 HeAde,® r'%-gt& bAhk A Z - Revision 1 08/20/01 G8 OU°!ra c11 n DING DEPkRT..�� ,ODPOV[ 8/,30/0/ n9. F/LE GoPj� i,. i . i. ., " . -,fid �i � � '� yyy� M � �hh 4t .^ E' • d, v r A.yyi 1, .4 { e y •.i T �'� V iT� r J �� l �� ,: 4 t i GRAVITY LOADS ROOF DEAD LOAD (DS PITCH (:12) 12.0 FIBERGLASS SHINGLES 5.0 15/32" OSB 1.6 TRUSS FRAMING 5.0 INSULATION 1.0 1/2" SHEETROCK 2.5 MISCELANEOUS 2.0 TOTAL (ON PITCH) 17.1 TOTAL (HORIZONTAL) 24.2 NET ROOF DEAD LOAD (psf)cludes uplift) ? ROOF LIVE LOAD (PSF) CONSTRUCTION FLOOR DEAD LOAD (PSF) N/A FLOOR LIVE LOAD (PSF) N/A EXTERIOR WALLS (PSF) 15/32" OSB 2x6 FRAMING 16" OC SIDING 1/2" SHEETROCK MISCELANEOUS TOTAL INTERIOR WALLS (PSF) N/A 15.9 16.0 '11-1 1.6 1.7 2.0 2.5 2.0 9.8 CALCULATE LATERAL COEFICIENTS CALCULATE WIND COEFICIENT. w (voiected area method wall height 9.00 ft total height 23.00 ft exposure B ✓ (>20% trees or buildings within 1 mile) wind speed 80.00 mph qs 16.40 ' psf cq 1.30- (structure under 40' height) 1 1.00 (commercial structure) height, ft 0-15 15-20 20-25 Ce 0.62 0.67 0.72 P 13.22 14.28. 15.35 w =10.5*13.22+5*13.75+3*14.6 251 plf WIND LOAD TO ROOF (uplift) p=0.7 416.4*0.72 1.00 8.27 p s f CALCULATE SEISMIC COEFICIENT. C. (static force method V = (Cv*I)/(R*T) * W = 0.47 (eqn 30-4) V = (2.5*Ca*I*W)/R * W = 0.16 (eqn 30-5) where: V = 0.11 * Ca*I*W = 0.04 (eqn 30-6) Z 0.30 (zone 3) 1 1.00 (commercial) eqn 30-5 governs: hn 23.00 ft V = 0.16 * W = Cs *W R 5.50'�(table 16-N 1.1.a) SW Cs = 0.16 soil profile Sd Ct 0.02 (all other buildings) T 0.21 (method A) Ca 0.36 Cv 0.54 Nv 1.00 Na 1.00 W weight of building qof ESS10 No. 22972 m '9TF, CI Vtl' �f CAL DESIGN DIAPHRAGM 1 (INCLUDING BOSTON HIP ROOF) north -south load case 1 L 25 ft b 53.5 ft Rwind 3142 Sb vwind 59 plf Use 3/8" OSB unblocked weight/foot 1403 plf WS 224 plf Rseismic 2805 lb vseismic 52 plf nailing: 8d common or galvanized 6" at edges, 12" in field vaii = 215 plf SH TRANSFER AT LINES 1 AND 2 connect eaves blocking to top plates with Simpson A35 framina anchors Cad 48" OC V,,, = 450 Ib 14' 112.5 Ibs OK !'^, east -west load case . 3 L 53.5 ft b 25 ft Rwind 6724 Ib vwind 269 plf weight/foo 713 plf WS 114 plf Rseismic 3051 Ib vseismic 122 plf to 8' in from edges: Use 15/32" OSB blocked wind governs vn-s 59 plf wind governs ve-w 269. plf R. 6724 Ib nailing: 10d common or galvanized 6" at diaphragm boundaries edges, 12" in field v,„ = 290 plf remainder: Use 15/32" OSB unblocked nailing: 10d common or galvanized 6" at diaphragm boundaries edges, 12" in field V,'. =190 plf Shear is transferred from the diaphragm through drag trusses at the gable end walls at lines A' and F to the Boston hips to the shear walls at lines A and G. LINES A AND G: connect eaves blocking to top plates with (3) Simpson A35 framing anchors each per (5) bays Vm, = 3 * 5 * 4501b 6750 Ibs LINES A' AND F: drag trusses to transfer full reaction of 6724 Ib connect Boston hip roof to drag truss with Simpson A35 framing anchors @ 8" 000001 V,,, = 450 bl / (2/3)' 676 pif OK VWF ESS/pN No. 22972 z m C(Vic 3 DESIGN CHORDS: Tm. = (W*L^2)/(8*b) 3597 Ib Use 2x6 DF std & btr- F. = 375 psi. Q.=1.33.C—=1.C.=1.1 F, 549 psi Tail = F't * A = 549 psi * (1.5" * 5.5") 4526 SPLICE CONNECTIONS: CENTER 1/3 OF LONG DIMENSION: ALL OTHER SPLICES: BOSTON HIPS (2) Ib use Simpson MSTC52 strap tie T,,, = 4740 Ib use standard splice OK by inspection L 11 ft v 6724 Ib v 611 plf Use 19/32" OSB blocked nailing: 10d common or galvanized 4" at diaphragm boundaries edges. 12" in field va„ = 640 plf z 4 Q�40F ESS/p J. FF No. 22972 Civil' DESIGN DIAPHRAGM 2 (including Boston hip roof diaphragm) notes: 1) By rational analysis, diaphragm 2 will not be subject to wind loads in the east -west direction! 2) 120% of calculated roof dead loads are used in seismic calcs to account for porch and dormer framing. north -south 3 L 35.5 load case 1 b 44 ft L 44 ft b 35.5 ft weight/foot 1139 plf WS 182 plf wind governs Rwind 5530 Ib Rseismic 4008 Ib Vn-s 156 plf vw;nd 156 plf Vseismic 113 plf Use 3/8" OSB unblocked nailing: 8d common or galvanized 6" at edges. 12" in field v n = 215 pif .o SHEAR TRANSFER AT LINE 2 Shear is transferred through a drag truss to the shear wall at line 2 drag truss to transfer 5530 Ib to bottom chord ,,� connect bottom chord to top plate with Simpson LTP4 framing anchors 0 36" OC v,n=515 lb/3' 172 Of OK SHEAR TRANSFER AT LINE 3 drag truss to transfer 01.5/35.51 * 5530 lbs 1791 Ib connect Boston hip diaphragm to Dutchgable drag truss vm, = 450 Ib / 2.5' 180 g_If OK SHEAR TRANSFER AT LINE 4 va„=450 lb/2' 225 Of OK SHEAR TRANSFER AT LINE 5 drag truss to transfer (23.5/35.5) * 5530 Ib + 3770 Ib (from dia 3 v 310 plf connect bottom chord of truss sideways into 2x10 and 2x10 into top plate with Simpson A35 framing anchors Ccs 18" OC v.11 = 450 Ib / 1.5' 300 plf close enough east -west load case 3 L 35.5 ft b 44 ft 7431 lbs to bottom chord weight/foot 1386 plf seismic governs `Ns 222 plf Ve-wa]lb plf Rseismic 3935 Ib Re w vseismic 89 plf Use 3/8" OSB unblocked nailing: 8d common or galvanized 6" at edges, 12" in field v,,, = 160 plf SHEAR TRANSFER AT LINE B / connect eaves blockinq to top plates with Simpson A35 framing anchors 0 48" OC Vm, = 450 Ib 14' 112.5 lbs OK SHEAR TRANSFER AT LINE B' connect eaves blocking to top plates with Simpson A35 framing anchors A- 48" OC 0 S�. -. QRpF ESS/pN J. F� c� a No. 22972 „ zCivit ' r'. .`•���.3.� r ,i. •1 I •rte �. � ...�\ t + rr,�,f . •�}rte 1t f f 'f r �p t• n.rA:+r"�r 1 1 , 4601b / 4' 112.5 Ibs OK SHEAR TRANSFER AT LINE E manufactured shearwall to handle 90 plf connect to truss with Simpson A36 framing anchors Ca) 48" OC 450 Ib / 4' 112.5 Ibs OK DESIGN CHORDS Tmax = (w*L"2)/(8*b) 900 Ib Use 2x6 DF std & btr- F, = 375 psi, C,, =1.33, Cm = 1, C, = 1.1 F, 549 psi Tail = Ft * A = 549 psi * (1.5" * 5.510) 4526 Ib OK SPLICE CONNECTIONS: use standard splice ' OK by inspection DESIGN BOSTON HIP DIAPHRAGM v 156 plf load case 3 Use 3/8" OSB unblocked nailing: 8d common or galvanized 6" at edges, 12" in field . v,,, =160 p1f �p . DESIGN DIAPHRAGM 3 (INCLUDING BOSTON HIP ROOF) north -south load case 1 L 30 ft b 34 ft weight/foot 931 plf ws 149 plf Rwind 3770 lb Rseisni,c 2233 lb Vwind 111 plf Vseismic 66 plf Use 3/8" OSB unblocked nailing: 8d common or galvanized 6" at edges, 12:' in field v,,, =160 plf Shear is transferred through the California framing into a drag truss at line 5' and into the shearwall at line 5 through a 2x10 running the length of the shearwall. SHEAR TRANSFER AT CALIFORNIA FRAMING boundary nailing OK by inspection SHEAR TRANSFER AT LINE 5' drag truss to transfer 3770 Ib + 3661 Ib (from dia 2) to bottom chord SHEAR TRANSFER AT LINE 5 v 310 plf connect bottom chord of truss sideways into 2x10 and 2x10 into top plate with Simpson A35 framing anchors 0 18" OC Q v,11 = 450 Ib / 1.5' 300 plf close enough SHEAR TRANSFER AT LINE 6 connect eaves blocking to top plates with Simpson A35 framinq anchors Cad 48" OC Va„ = 450 Ib /,V 112.5 lbs OK east -west load case 3 L 34 Ift b 1 30 Ift Rwind 4273 Ib Vwind 142 plf weight/foot 834 plf ws 133 plf Rseismic 2268 Ib Vseismic 76 plf Use 3/8" OSB unblocked nailing: 8d common or galvanized 6" at edges, 12" in field v,,, = 160 plf SHEAR TRANSFER AT LINES D AND D' Bearing length on shearwalls 18 ft v 237 plf fasten eaves blocking to top plate with Simpson A35 framing anchors Caa TOC v,,, = 450 lb / 2' 225 g_If CLOSE ENOUGH 7 wind govems V's 111 plf 7431 lbs wind governs Ve-w 142 plf Re w 4273 Ib r . •i � w2� s r t�4f•� .r SHEAR TRANSFER AT LINE D" L 12 . ft drag truss to transfer 12/18 * 4273 Ib 2849 Ib v 237 plf connect Boston hip roof to drag truss with Simpson A35 framing anchors 0- 22" OC v,,, = 450 Ib / (22/12)' 245 pff OK SHEAR TRANSFER AT LINES G AND G' Bearing length on shearwalls 30 ft v 142 plf fasten eaves blocking to top plate with Simpson A35 framing anchors 0- 3' OC v,,, = 450 Ib / 3' 150 pif OK DESIGN CHORDS T. = (w*L^2)/(8*b) 1211 Ib Use 2x6 DF std & btr- F. = 375 psi. C. =1.33. C— = 1. C. = 1.1 F, 549 psi Tail = .F, * A = 549 psi * (1.5" * 5.5") 4526 Ib SPLICE CONNECTIONS: use standard splice OK by inspection DESIGN BOSTON HIP DIAPHRAGM v 237 plf (see line C" above) load case 1 Use 3/8" OSB blocked nailing: 8d common or galvanized 6" at edges. 12" in field v,,, = 240 plf OK N OK , DESIGN SHEARWALLS- LINE 1 L 25 ft b 53.5 ft roof h 23 ft wall h 9 ft number of shearwalls I 1 total length of shearwalls 16.0 FIND GOVERNING REACTION (seismic _ wall midheight, wind (. diaphragm strut) Seismic: W = 2 * 1/2 * (W,,„(transverse) + Ww ji(longitudinal)+ W.f 1491 plf wseismic = Cs * W 239 plf Rseismic 3560 Ib ISEISMIC GOVERNS Wind: RWnd DESIGN SHEARWALL SHEATHING Rt v = R / total length of shearwalls' 3560 Ib 222 plf 3142 Ib Choose 3/8" OSB: nailinq 6" OC edges, 12" OC field with 8d commons or gale box 260 Of OK HOLDDOWNS wall # width height weightr„f (net)' weight,,,,, 1.00* Wtotai2 Mresist Mat Thd hd ft ft Ib Ib Ib ft*Ib ft*Ib Ib 1 i 16- 1 9 1 3183 1 1411 1 4595 36758 32040 1 -295 1 no notes: 1. Includes uplift 2. With the 1/3 reduction (1621.1 UBC) of the combined horizontal and uplift effects of wind for overturning, FS = (1 - 1/3) * 1.5 = 1.00 DESIGN SHEAR FRAMING std wall framing DESIGN SHEAR ANCHORAGE dia 1/2” edge dist. 3" min embedment 4" min fc 2000 psi min Va11=1.33"1250 1663 Ib (Table 19-D) wall # width, ft Vwse Ib bolts req'd 1 16 3560 3 note: 00ORWIF washers are to be 2"x2"x3/16" ��o��RI Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwall . _y No. 22972 '� DESIGN SHEARWALLS- LINE 2 L NA ft b 53.5 ft roof h 23 ft wall h 9 ft number of shearwalls 2 total length of shearwall 29.0 ft (2 diaphragms are tributary) FIND GOVERNING REACTION (seismic Cad wall midheight, wind Cad diaphragm strut) Seismic: W = 2 * 1/2 * (W,,,,i(transverse) + W,P,aii(longitudinal)+ Wroot 47000 Ib Rseismic 7520 Ib Wind: SEISMIC GOVERNS Rwind 7431 Ib DESIGN SHEARWALL SHEATHING R, 7520Ilf v = R / total length of shearwalls 259 Choose 3/8" OSB: nailing 6". OC edges, 12" OC field with 8d commons or galy. boxy° v,,, 260 plf OK HOLDDOWNS (wall numbers from bottom) wall # width height weight,„t (net)' weightw,11 1.00* Wtota2 Mresist ft ft Ib Ib Ib ft*Ib 1 2 Mot Thd hd ft*Ib Ib 20 9 10983 1 1764 1 12747 1 127470 1 46676 1 -4040 no 9 9 4942 1 794 1 5736 1 25813 1 21004 1 -534 no notes: 1. Includes uplift 2. With the 1/3 reduction (1621.1 UBC) of the combined horizontal and uplift effects of wind for overturning, FS=(1-1/3)*1.5=1.00 DESIGN SHEAR FRAMING std wall framing DESIGN SHEAR ANCHORAGE dia 1/2” embedment 4" min edge dist. 3" min fc 2000 psi min Va11=1.33*1250 1663 Ib (Table 19-D) wall # width, ft Vb�,..Ib bolts req'd 1 20 1 5186 4 2 9 1 2334 2 note: washers are to be 2"x2"x3/16" Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwall DESIGN SHEARWALL-LINE 4 L NA ft b NA ft roof h 23 ft wall h 9 ft number of shearwalls 1 total length of shearwalls 8.0 ft WIND GOVERNS (see diaphragm 2) swan DESIGN SHEARWALL SHEATHING R (2 diaphragms are tributary) 225 2700 Ib 338 plf (see diaphragm 2) Choose 3/8" OSB: nailing 4" OC edges, 12" OC field with 8d commons or galy. box V ,,, . 380 plf. OK !I HOLDDOWNS (wall numbers from bottom) wall # width height weight.. (net)' weightw ,, 1.00* Wtota? Mresist Mot Thd hd ft ft Ib Ib Ib ft*Ib ft*Ib Ib 1 8 9 0 1 706 1 706 2822 1 24300 2685 1es notes: 1. Includes uplift 2. With the 1/3 reduction (1621.1 UBC) of the combined horizontal and uplift effects of wind for overturning, FS=(1-1/3)*1.5=1.00 3. Use Simpson STHD10 strap tie holdown- V,,, = 2880 Ib DESIGN SHEAR FRAMING std wall framinq DESIGN SHEAR ANCHORAGE dia 1/2" edge dist. 3" min embedment 4" min fo 2000 psi min Va„=1.33*1250 1663 Ib (Table 19-D) wall # width, ft Vbase Ib bolts req'd . 1 1 8 2700 2 note: washers are to be 2"x2" x3/16" Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwalI I. RI No. 22972 CIM DESIGN SHEARWALLS- LINE 5 L b roof h wall h number of shearwalls total length of shearwalls NA ft NA ft 23 ft 9 ft 2 21.25 " ft (2 diaphragms are tributary) FIND GOVERNING REACTION (seismic t7 wall midheight, wind (CD. diaphragm strut) Seismic: W = 2 * 1/2 * (W,,a„(transverse) + W all(longitudinal)+ Wroof 44600 Ib Rseismic 7136 Ib Wind: WIND GOVERNS Rwind 7431 Ib DESIGN SHEARWALL SHEATHING R, 7431Ib v = R / total length of shearwalls 350 ]pIf Choose 3/8” OSB: nailing 4" OC edges, 12" OC field with 8d commons or galy. box 7 v,,, 380 pIf OK HOLDDOWNS (wall numbers from bottom) wall # width height weightr„f (net)' weight,~,,„ 1.00* WtotaJ2 Mresist Mat Thd hd ft ft Ib Ib lb ft*Ib ft*Ib lb 1 2 12.75 1 9 1 7509 1 1125 8634 1 ' 55039 1 40126 1 -1170 1 no 8:50 1 9 1 5006 1 750 5756 1 24462 1 26750 1 269 1 no notes: 1. Includes uplift 2. With the 1/3 reduction (1621.1 UBC) of the combined horizontal and uplift effects of wind for overturning, FS = (1 - 1/,3) * 1.5 = 1.00 3. Close enough DESIGN SHEAR FRAMING std wall framing DESIGN SHEAR ANCHORAGE dia - 1/2” edge dist. embedment 4" min fc Vaii=1.33*1250 wall # width, ft Vwa a Ib bolts req',O, , 1 1 12.75 4458 3 2 1 8.50 2972 2 3" min 2000 psi min 1663 Ib (Table 19-D) note: washers are to be 2"x2"x3/16" Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwall . l,Z ,,O F ESS 00 J. FFFq��, No. 22912 m m • it�`!•.i ter°: ;':�`,.r`' DESIGN SHEARWALLS- LINE 6 L 30 ft b 34.0 ft roof h 23 ft wall h 10.3 ft number of shearwalls 2 total length of shearwalls 8.50 ft FIND GOVERNING REACTION (seismic Cd- wall midheight wind &, diaphragm strut) Seismic: W = 2 * 1/2 * (W.11(transverse) + Ww,11(longitudinal)+ Wr„f 15164 Ib Rseismic 2426 Ib Wind: WIND GOVERNS RWnd 3770 Ib DESIGN SHEARWALL SHEATHING Rt 3770 Ib v = R / total length of shearwalls 444 1plf Choose 3/8” OSB; nailing 3" OC edges. 12" OC field with 8d commons or gale. box or VALL 490 pif OK . HOLDDOWNS (wall numbers from bottom wall # width height weightro f (net)' ft ft Ib 1 1 4.00 1 10.3 1 955 2 1 4.50 1 10.3 1 1074 weightw;,,, Ib 1.00* Wtotaj lb Mresist ft*Ib Mot ft*Ib Thd Ib 404 1 1359 1 2718 1 18275 1 3889 454 1 1529 1 3439 1 20560 1 3805 notes: 1. Includes uplift 2. With the 1/3 reduction (1621.1 UBC) of the combined horizontal and uplift effects of wind for overturning, FS=(1-1/3)*1.5=1.00 3. USE SIMPSON STHD14 STRAP TIE HOLDOWN- V„ L=4295 LB DESIGN SHEAR FRAMING FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING PANELS TO BE 3" NOMINAL THICKNESS 10' SILL PLATE TO BE 2" NOMINAL THICKNESS (ANCHOR BOLTS ARE DE -RATED BY 50%) DESIGN SHEAR ANCHORAGE dia 1/2" edge dist. 3" min embedment 4" min fo 2000 psi min Va11=1.33*1250*0.5 831 Ib (Table 19-D) wall # width, ftr Vw,. Ib bolts req'd 1 1 4.0 1 1774 3 2 4.50 1 1996 31 note: washers are to be 2"x2N3/16" Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwall . 13 hd DESIGN SHEARWALLS- LINE A L 53.5 ft b 25.0 ft roof h 23 ft wall h 9 ft number of shearwalls 1 total length of shearwalls 8.50 ft FIND GOVERNING REACTION (seismic _ wall midheight, wind (5. diaphragmstrut) Seismic: W = 2 * 1/2 * (Wwall(transverse) + Wwaii(longitudinal)+ Wroof 39300 Ib Rseismic 3144 Ib Wind: WIND GOVERNS Rwind 6724 lb DESIGN SHEARWALL SHEATHING Rt 6724Ib v = R / total length of shearwalls 791 ]pIf Choose 19/32" OSB; nailing 2" OC edges, 12" OC field with 10d commons or galy. box -v,,, 870 plf OK HOLDDOWNS wall # width height weightro f (net)' weightWaii 1.00* Wtota12 Mresist Mot Thd ft ft Ib Ib Ib ft*Ib ft*Ib Ib 1 8.50 9 0 750 750 3186 1 60515 1 6745 notes: 1. Includes uplift 2. With the 1/3 reduction (1621.1 UBC) of the combined horizontal and uplift effects of wind for overturning, FS=(1-1/3)*1.5=1.00 3. USE SIMPSON HD10A HOLDOWN- V,,,,=8310 LB WITH SIMPSON SSTB28 ANCHOR BOLTS IN 8" STEMWALL- Vall = 8150 Ib DESIGN SHEAR FRAMING FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING PANELS TO 3" NOMINAL THICKNESS SILL PLATE TO BE 3" NOMINAL THICKNESS FRAMING AT PANEL ENDS TO BE 3" MINIMUM THICKNESS DESIGN SHEAR ANCHORAGE dia 1/2-1 embedment 4" min edge dist. 3" min fc 2000 psi min Va,i=1.33*1250 1663 Ib (Table 1 hd wall # width, ft & Yb.. lb bolts req'd��`c" dal J. t Cl `"9l\ 1 8.50 6724 4 W note: � washers are to be 2"x2"x3/16" NO. 22972 Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwall . s, / C/VI L' `CALI • r' r . •�atiY�36�1tr'.�s r ` %lLtii1 _ 1 DESIGN SHEARWALLS- LINES B AND C note: seismic governs (see diaphragm 2) L 35.5 ft b 44.0 ft roof h 23 ft wall h 9 ft number of shearwalls 3 total length of shearwalls 13.75 ft . DESIGN SHEARWALL SHEATHING RSEISMIC 3935 Ib v = R / total length of shearwalls 286 plf Choose 3/8" OSB; nailing 4" OC edges. 12" OC field with 10d commons or -4 bob v,,, 380 plf OK W HOLDDOWNS (numbers from left) wall # width height weightroof (net)' weight,,,,,, 1.00* Wtot.12 Mist blot Thd ft ft Ib Ib Ib ft*Ib ft*lb Ib 1 2 3 hd 2.75 9 1 788 1 243 1030 1417 7083 2060 yes 4.00 9 1146 1 353 1499 2998 10303 1826 yes 7.00 9 1 2006 1 617 2623` 9180 18029 1264 yes notes: 1. Includes uplift 2. With the 1/3 reduction (1621.1 UBC) of the combined horizontal and uplift effects of wind for overturning, FS = (1 - 1/3)' 1.5 = 1.00 3. USE SIMPSON STHD8 STRAP TIE HOLDOWNS- Ve„ = 2210 LB DESIGN SHEAR FRAMING USE STD FRAMING DESIGN SHEAR ANCHORAGE dia 1/2" edge dist. 3" min embedment 4" min fc 2000 psi min Va11=1.33*1250 1663 Ib (Table 19-D) wall # width, ft Vbar Ib bolts req'd 1 2.75 787 1 0 sib 2 4.00 t 1145 3 7.00 4- 2003 1 2 note: washers are to be 2"x2"x3/16" ?WFESS/p J• Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwall . y��Ott,RS F�r�9l� No. 22972 m �9�,r CIVIL' ..P/ DESIGN SHEARWALLS- LINES D AND D' L 34.0 ft b 30.0 ft roof h 23 ft wall h 10.3 ft. number of shearwalls total length of shearwalls 13.9 ft FIND GOVERNING REACTION (seismic ,-) wall midheight, wind (CD. diaphragm strut) Seismic: W = 2 * 1/2 * (Waii(transverse) + W,,,,a„(longitudinal)+ Wroof 30328 Ib Rseismic 2426 Ib Wind: WIND GOVERNS Rwind 4273 Ib DESIGN SHEARWALL SHEATHING Rt 4273 Ilb v = R / total length of shearwalls 307 plf Choose 3/8” OSB: nailing 470C edges, 12" OC field with 8d commons or galy. box" AL 380 �If OK HOLDDOWNS (numbers from left) wall # width height weight,or (net)' weight,, ,, 1.00* Wtotal21 Mres;st Mot Thd hd ft ft Ib Ib Ib ft*Ib ft*Ib Ib 1 2 3 4 2.83 10.3 0 286 286 404 8955 3021 yes 2.83 10.3 0 286 286 404 8955 3021 yes 4.00 10.3 0 404 404 808 12657 2962 yes 4.25 10.3 0 429 429 912 13448 2950 yes notes: 1. Includes uplift 2. With the 1/3 reduction (1621.1 FS = (1 - 1/3) * 1.5 = 1.00 ,,,0 DESIGN SHEAR FRAMING USE STD FRAMING DESIGN SHEAR ANCHORAGE dia 1/2" embedment 4" min wall # 1 2 3 4 width, ft o Vha,e Ib bolts req'd 2.83 vd, , 869 2 !� 2.83- 869 2- 4.00r 4.000 1229 3 4.25,0 1306 4 lift effects of wind for overturning, edge dist. fc Vail=1.33*1250 CLOSE ENOUGH 3" min 2000 psi min 1663 Ib (Table 19-D) Q(2F LW No. 22972 rn LP note: washers are to be 2"x2"x3/16" Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwalI I. l[d DESIGN SHEARWALLS- LINE E note: seismic governs (see diaphragm 2) L 35.5 ft b 44.0 ft roof h 23 ft wall h 9 ft number of shearwalls 3 total length of shearwalls 10.33 �ft DESIGN SHEARWALL SHEATHING RsEisnmc 3935 Ib v = R / total length of shearwalls 381 1plf HOLDDOWNS (numbers from. left) wall '# width height weight.f (net)' weight,,,,,„ 1.00* Wtata12 Mist Mot Thd ft ft Ib Ib Ib ft*Ib ft*Ib Ib 1 2 3 hd 2.83 9 811 250 1060 1501 9702 2898 yes 3.50 9 1003 309 1311 2295 11999 2773 yes 4.00 9 1146 353 1499 2998 13713 2679 yes notes: 1. Includes uplift 2. With the 1/3 reduction (1621.1 UBC) of the combined horizontal and uplift effects of wind for overturning, FS=(1-1/3)*1.5=1.00 1(06 3. USE SIMPSON STHD10 STRAP TIE HOLDOWN-.Vey i =2990 LB 66 DESIGN SHEAR FRAMING USE STD FRAMING DESIGN SHEAR FRAMING FRAMING MEMBERS RECEIVING -NAILING- FROM ABUTTING PANELS TO 3". NOMINAL. THICKNESS SILL PLATE TO BE 2" NOMINAL THICKNESS (ANCHOR BOLTS�ARE DE -RATED BY 50%) DESIGN SHEAR ANCHORAGE dia 1/2" edge dist. 3" min embedment 4" min f, 2000 psi min Va11=1.33*1250*0.5 831 Ib (Table 19-13) wall # width, ft Vbase Ib bolts req'd 1 2.83 f 1078 2e 2 3.50 1333 20 Q�OFESS/p 3 4.00 ,. 1524 2 �k0 QRS J. F N9! note: washers are to be 2"x2"x3/16" Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwall . r N0. 22972 m CIVIL' 117 DESIGN SHEARWALLS- LINE G, RIGHT L 34.0 ft b 30.0 ft roof h 23 ft wall h 10.3 ft number of sheatwalls total length of shearwalls 17.3 ft FIND GOVERNING REACTION (seismic . wall midheight, wind C7 diaphragm strut) Seismic: W = 2 * 1/2 * ^,,,11(transverse) + Wmll(longitudinal)+ Wroof Rfllb Ib Rseismic Ib Wind:. WIND GOVERNS Rwind DESIGN SHEARWALL SHEATHING Rt 4273Ib v = R / total length of,shearwalls 247 plf Choose 3/8" OSB: nailing 6" OC edges, 12" OC field with 8d commons or galy. boe t V-& 260 pif OK HOLDDOWNS wall # width height weight,„f (net)' weight,,,,aii 1.00* WtOW12 Mresist Mot Thd hd ft ft Ib Ib Ib ft*Ib ft*Ib Ib 1 2 7.83 1 10.3 1 2119 1 790 1 2909 1 11389 1 19886 1 1085 1 yes 9.50 1 10.3 1 2571 1 959 1 3530 1 16766 1 24127 1 775 1 yes notes: 1. Includes uplift 2. With the 1/3 reduction (1621.1 UBC) of the combined horizontal and uplift effects of wind for overturning, FS = (1 - 1/3) * 1.5 = 1.00 3. USE SIMPSON LSTHD8 RAP TIE HOLDOWN- Vei , =1825 LB DESIGN SHEAR FRAMING USE STD FRAMING DESIGN SHEAR ANCHORAGE dia 1/2” edge dist. 3" min embedment 4" min fc 2000 psi min Vail=1.33*1250 1663 Ib (Table 19-13) wall # width, ft Ar Vbase Ib bolts req'd 1 7.83 E i 1931 2 fr 2 9.50 2342 2 note: washers are to be 2"x2" x3/16" Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwall � No. 22972 '9fF CIVIL' �, CF CAL m m Zo DESIGN SHEARWALLS- LINE G, LEFT L 53.5 ft b 25.0 ft roof h 23 ft wall h 9 ft number of shearwalls 2 total length of shearwalls 7.33 ft FIND GOVERNING REACTION (seismic wall midheight, wind 5- diaphragm strut) Seismic: W = 2 * 1/2 * ^,..11(transverse) + W,h,a„(longitudinal)+ Woof 39300 Ib Rseismic 3144 Ib Wind: WIND GOVERNS Rwind 6724 Ib DESIGN SHEARWALL SHEATHING Rt 6724Ib v = R / total length of shearwalls 917 plf Choose 19/32” OSB BOTH SIDES: nailing 3" OC edges, 12" OC field with 10d commons or galy. box v,,, 980LIf OK HOLDDOWNS wall # width height weight,�f (net)' weight„�ii 1.00* W""z"2 Mresist Mot Tnd hd ft ft Ib Ib Ib ft*Ib ft*Ib Ib 1 2 4.50 1 9 0 397 1 397 1 893 1 37151 1 8057 es 2.83 1 9 0 250 1 250 1 353 23364 1 8131 1 yes notes: 1. Includes uplift 2. With the 1/3 reduction (1621.1 UBC) of the combined horizontal and uplift effects of wind for overturning, FS = (1 - 1/3) * 1.5 = 1.00 t 3. USE SIMPSON HD10A HOLDOWN- V,,, =8310 LB WITH SIMPSON SSTB28 ANCHOR BOLTS IN 8" STEMWALL- Vail = 8150 Ib DESIGN SHEAR FRAMING FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING PANELS TO 3" NOMINAL THICKNESS SILL PLATE TO BE 3" NOMINAL THICKNESS FRAMING AT PANEL ENDS TO BE 3" MINIMUM THICKNESS DESIGN SHEAR ANCHORAGE dia 1/2" edge dist. 3" min embedment 4" min fc 2000 psi min Vail=1.33*1250 1663 Ib (Table 19-D) wall # width, ft Vb.Ib bolts req'd 1 4.50/.,1? 4128 1 3&' 2 2.83 2596 2 /(I' QROF E c0. note: washers are to be 2"x2"x3/16" NO. 22972 Place one bolt between 3-1/2 and 12" from each end and remainder spaced evenly per shearwall . DESIGN BEAM 1 (GLULAM) PARAMETERS L 102 in C, 1.00 d 9 in CL 1.00 (compression face continuously supported) b 5.5 in Cd 1.00 (floor live load) A 49.5 in^2 CM 1.00 S 74.250 in^3 Ct 1.00 1 334.125 in^4 CT 1.00 E' 1.80E+06 psi C„ 0.87 KL 1.00 (uniformly distributed load) E 1.80E+06 psi Fc(perp) 650 psi values for 24F -V4 glulam F, 190. psi Fb 2400 psi CALCULATE ALLOWABLE BENDING STRESS Fb = 2094 psi CALCULATE ACTUAL BENDING STRESS (DEAD LOAD + LIVE LOAD) tributary width 14 ft RLL 16 psf RDL 24.2 psf fb=(w*L^2/8)/S 821 psi CHECK HORIZONTAL SHEAR f, 29 psi CHECK BEARING Bearing length A V f. 3.00 in 16.50 in^2 952 Ib 58 psi total OK OK OK CHECK DEFLECTION L/360 L/240 0 LL 0.28 0.04 OK DL + LL 0.43 0.11 OK S. I ZS US6 5.5x 24F=V4 glulam with 3" of bearing each end 18.667 pli 28.233 pli 46.900 pli i� F NO. 22972 m T CIVIC DESIGN BEAM 2 (GLULAM) PARAMETERS P coon. 3695 Ib (concentrated load at 42 in) L 192 in C' 1.00 d 15 in CL 1.00 b 5.125 in Cd 1.25 A 76.875 in^2 CM 1.00 S 192.188 in^3 Ct 1.00 1 1441.406 in^4 CT 1.00 E' 1.80E+06 psi C„ 0.78 psi OK KL 1.00 (compression face continuously supported) (roof live load) (uniformly distributed load) E 1.80E+06 psi Fc(perp) 650 psi values for 24F -V4 glulam F„ 190 psi Fb 2400 psi CALCULATE ALLOWABLE BENDING STRESS F'b = 2351 psi CALCULATE ACTUAL BENDING STRESS (DEAD LOAD + LIVE LOAD) tributary width 12 ft RLL 16 psf 16.000 pli RDL 24.2 psf 24.200 . pli total 40.200 pli Mdistibuted = w * L^2 / 8 185242 Ib * in M ...... trated = P * 42 * 150 / 192 121242 Ib * in Mtotal 306484 Ib * in fb = Mtotat / S 1595 psi OK CHECK HORIZONTAL SHEAR f, 132 psi CHECK BEARING Bearing length 3.00 in A 15.38 in^2 V 6759 Ib fo 1 440 psi CHECK DEFLECTION (includes 2900 lbs from conc load) OK L / 360 L / 240 A LL 0.53 0.11 OK DL + LL 0.80 0.27 OK Use 5.125x15 24F -V4 glulam with 3" of bearing each end �,1 cnoe- A N' 3 314 Jj Jr, cl -4- : (,jM fA cnoe- A N' 3 314 Jj Jr, NUMBER SHEATHING NAIL, SPACING HOLDOWN (SMSON #) 1 3/8" OSB 8d 6, 12 NONE 2 3/8" OSB 8d 4, 12 STHD 10 3 3/8" OSB 8d 3, 12 STHD14' 4 19/32" OSB 10d 2,12 HD 10A' 2 SSTB28 8" STEM WALL 5 3/8" OSB IOd 4, 12 STHD8 6 3/8" OSB l Od 6,12 LSTHD8 7 19/32" OSB 10d 3, 12 HD10A' 2 SSTB28 8" STEM WALL NOTES 1. FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING PANELS TO BE 3" NOMINAL THICKNESS. 2. SILL PLATE TO BE 3" NOMINAL THICKNESS. FRAMING AT TIEDOWNS TO BE 3" NOMINAL THICKNESS. F ?WF ESS -6O y��•o ��� J. Fce, �2 No. 22972 m -ZAHN, MUNI MI. :1 M; "I Wv, it! U 1 i p Al it; AW 1 1 J COLUMN SPREADSHEET- 11'-1" interior wall VALUES FOR DF # 2 Fb 900 psi Fc 1350 psi E 1.60E+06 psi P 4969 lbs L 11.1 ft " L 133.2 in b 1.5 in d 5.5 in w' 0 plf w 0.0 pli 1. There is no lateral load. Mmax le S A= fc= FcE= F* = E'= FbE/F*b= FcE/F*c= CP= C,= fb= Rb= FbE= * b — _ 0 133.2 7.56 8.25 602.30 818 1687.5 1.60E+06 1.91 0.48 0.42 1.00 0.00 18.04 2152.33 1125.00 Ke 1 (= 1 for pinned ends) KbE 0.438 (_ .438 for visually graded lumber) c 0.8 (_ .8 for sawn lumber) KcE .0.3 (_ .3 for visually graded lumber) Cf 1 (= 1 for timbers) Cr 1.00 (NA for compression only) CF 1.00 (= 1 for timbers < 12" deep) Cd 1.25 (roof live load) Cm 1 (dry condition) Ct 1 (normal temperature) CT 1 (default value) in*lbs " in in"3 in^2 psi psi CALCULATE RESULTS fc 602 psi Use 2x6 DF #2 stud beneat each truss. 8/20/01 Al G F1 C= 714 psi OK a 119 psi fV 120 SAWN BEAM- 5' header in master bathroom P 4969 Ib A 8.25 L 5 ft Ib fc L 60 in Cr 1.00 b 5.5 in CL 1.00 (compression face continuously supported) d 11.25 in Cd 1.25 (roof live load) A 61.88 in A2 CM 1.00 S 116.02 in^3 C, 1.00 1 653 " in^4 CT 1.00 E' 1.80E+06 psi CF 1 E 1.80E+06 psi Fc(Perp) 625 psi . values for DF -larch #1 F„ 95 psi Fb 1200 psi CALCULATE ALLOWABLE. BENDING STRESS F'b = 1500 psi , CALCULATE ACTUAL BENDING STRESS (RDL + RLL) Mn,. = P * L / 4 74535. in * Ib (pt load at mid -span) fb = Mn,. / S 642 psi OK CHECK HORIZONTAL SHEAR F'„= F,,* Cd 119 psi fV 120 psi CHECK BEARING L 1.50 in A 8.25 in"2 P 4969 Ib fc 602 psi CLOSE ENOUGH �en Conservative to use 6x12 DF #1 headers all openings. Fe,30T1-4 (et r-OL),J ID M) a C4A L-.CL)L-,,I" 0/-):5 MATT- (::Vt,4 fze*-S-)4 ffd I"It VIU.��A tkS vt. T-f)L ce 114 rIMaTH'� .�• LiL�. 2s4o �s�t��A►��,�,E. '�'r G;,��t c.m � � i�i'7 3 03 (o 4? (mow 0 17OZ C-44 PD 5 1.4 AWE" evoy- AT x F t _ . Li p �� `:_. _ Fes ' I ►��l L-00 L. i .t. T.- r-7 3 M -d s'v VU �r L)5 �/ J� Poe Op -- i Lo�l 1,,p) a A -A" oo )4r. rl AS :ius j t5j. 1bg "�' Y�� .09 056 AlNA o ,e- �loS�j�lea ��da --•. .gid cam(. s� c T > a f i ,�. e AlNA o ,e- �loS�j�lea ��da --•. .gid cam(. s� c T > --- C�1►�nCSL. 1► 4 v�,S G-►Al1 IZ" A. -f __.. _..... I� -rtes :¢ �Ov,J �/�t) o,� (J Vis{ �� v µ T► �1 � �-r�'a.5 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION August 15, 2001 Azevedo Construction P,O Box 688 Forest Ranch, CA 95942 Dear Mr. Don Azevedo, We have completed a laboratory soil analysis on the native soil for the Matterra Residence located at Lot #2 Villa Vista Drive at the Butte Villas Subdivision, across from the Butte College entrance. The purpose of this analysis was to determine the expansive potential at the bottom of the footing excavation. The soil sample was obtained from the bottom of the deepened footing excavations, at a depth of approximately 24"to 30" below pad grade.. The soil at the bottom of these excavations appeared uniform. The sample Was representative of the surrounding sub -surface soils. We performed a washed sieve analysis, a plasticity index and an expansion index on the sample. The sieve analysis resulted in 75.7% of the soil particles passing the #200 sieve. The plasticity index test resulted in a P.I. of 4 and a L.L. of 34. The expansion index resulted in an E.I. = 26. Based on the results of our testing, it is our judgement that the native soil at the bottom of the footing excavations is a Class 5 (ML Silt with Sand) per ASTM 2487.. The above mentioned soil appears to be mildly expansive, however, it is substantially less expansive than the top two feet which the contractor has excavated through. There is a Geotechnical Investigation Report prepared for this project on April 6, 1996 by Kleinfelder. This report prescribes methods for contending with the expansive soil conditions on this site. The project architect Tim Crete has a raised foundation design for the house and a slab on grade for the garage. IVCs. Crete intends to comply with several of the options provided in the Kleinfelder soils report for addressing foundations in expansive soils (section 3.1.1.2 on page 7.). If these options are met satisfactorily then no engineered recommendations will be required. Applied Testing Consultants doe's not represent that these test results and/or recommendations are suitable whether or not modified, for any other site or structure on this site than the one for which they were specifically prepared. Applied Testing Consultants disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure on this site. Thank you for the oppor you have'any questions. Sincereayr rs, Charles J. Roberts, PE C-038692 Exp. 3/31/05 Staff Engineer ontact us at the address and number above if 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 Telephone: (530) 891-6625 • Facsimile: (530) 8914243 -TCAPPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION 3060 Thomtree Drive, Ste. 10 • Chico, CA 95973 ; Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 0 ra APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING Expansion, Index Test TESTING AND INSPECTION Sapmpe Number: 01-S1 Client: Azevedo Construction Project: Matterra Residence . contact: Don Azevedo Soil description: Silt with Sand (ML) per ASTM 2487 Sample location: Butte Villas Subdivision, Villa Vista Drive, Lot 2 Sample taken by: ATC Depth of sample: NSA Moisture determination Gross wet wt: 368.9 9:45 Gross dry wt:. 324.5 0.0149 Pan wt: 84.1 10:30 Net dry wt: 240.4 0.0222 Moisture Loss: 44.4 6:00 Moisture content: 7:00 0.0262 Density determination 0.0262 Wt of soil & ring: 537.0 Tare of ring: 200.1 Net compacted soil wt: 336.9 Dry Density, pcf: 86.2 Saturation determination. Volume of solids: 0.511 Volume of water: 0.255 Volume of air: 0.234 15:301 Degree of saturation: 52.2% Gross final wet wt: 481.7 Gross final dry wt: 314.4 Final moisture loss: 167.3 Final net dry wt: 230.3 Final moisture content: 72.6% this test was perk Reviewed by: Start E 08/11/01 i Final Date: 10 -Aug -01 Tech: B. Carter Time Reading 9:45 0.0041 10:00 0.0149 10:10 0.0186 10:30 0.0201 11:30 0.0222 15:30 0.0237 6:00 0.0262 7:00 0.0262 8:00 0.0262 15:301 0.0262 Expansion Index: 26 3060 Thomtree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 NTC: APPLIED TESTING CONSULTANTS Project: Client: Address City, State, Zip: Attention: Source: Material Description Trial Number: Tin Label: Wet Weight + Tare: Dry Weight + Tare: Weight of Water: Weight of Tare: Weight of Dry Soil: Moisture Content: Number of Blows: WL 34 Trial Number: Tin Label: Wet Weight + Tare: Dry Weight + Tare: Weight of Water: Weight of Tare: Weight of dry soil: Moisture Content: MATERIALS ENGINEERING Plasticity Index Matterra Residence Azevedo Construction P.O. Box 688 Forest Ranch, CA 95942 Don Azevedo Butte Villas Subdivision, Villa Vista Dr., Lot 2 Silt with Sand (ML) per ASTM 2487 Liauid Limit: TESTING AND INSPECTION Sample No: 01-S1 Date: 8/13/01 Technician: S. Hill. 1 21 3 4 5 6 10 31 6 45.03 50.56 45.25 37.66 41.62 37.4 7.37 8.94 7.85 15.03 15.46 15.39 22.63 26.16 22.01 32.57%34.17% 35.67% 30 25 15 WP 30 Plastic Limit - PI 4 Liquid Limit 36.00% ` 35.50% m 35.00% E 34.50% 34.00% 33.50% y 33.00% 0 32.50% 32.00% - 10 100 number of blows Y = -0.002x + 0.3676 y 3 i;• � ` �`� �k, Yi i i}�i�M"�'' �t%§"��. yit ��+l,�kl i�itia ?� � .;,7"r Pu � S S ' } 2 3060 Thorntree Dri y V�Y 1'•li �!' r` t.Y � 4t 2J� V'ii4���yr A'J�� t t"' ! !1 �11n1 r1y � ve, Ste. 10 •Chico, CA 95973 •Telephone: (530) 891-6625 •Facsimile: (530) 891-4243 Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Baring walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support gall ds (Uniform Building Code section 1806.3). CTURAL DETAILS: Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not e ceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall ines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 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. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). Typical header size(s). etaining walls requiring design Vypsum wallboard nailing inspection required. 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 1 designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS 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). 0. Attic access and ventilation (Uniform Building Code section 1505). 1. Sound requirements. 2. Energy design compliance and supporting documentation. 3. CDF responsible area requirements. UIL ING 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 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: Building Permit. Number: Plans Examiner: A. P. Number: 06 GENERAL: Zoning requirements — (number of permitted living units). Plans signed. by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building 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. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Tra$ic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route 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). I Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". Ile minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). . All habitable rooms except kitchens shall have an area of 'not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). . GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code. section 509.0). . Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code.section 304.5). Garage 'firewall separation - required on garage side including supporting walls and posts (Uniform Building r 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 FEENEY ENGINEERING 4 ROBERT J.. FEENEY, CIVIL ENGINEER 389-C CONNORS. COURT CHICO, CA 95926 Telephone (530) 899-0409 Fax(530)899-0943 08/20/01 Butte County Building Department 7 County Center Road Oroville,. CA Re: Mattera residence revision #I Enclosed is our revision 1 of the Mattera job. Addressing your item #s �1 8. The most significant header loading is the 4969 lb (per Longfellow Lumber submittal page 3) load mid -span on the 5' long header in the master bath. The calcs for this beam (6x12 DF #1) are on A2 of my calcs. It is conservative to use this header size for all openings. The specification appears on sheet 7. 13. Truss reactions at the 11' interior wall are 4969 lb per the Longfellow Lumber submittal page 11. As noted on page Alof my calcs and sheet 14, 2x6 DF #2 are to be used as studs. To eliminate the need for heavy plate members, studs are required beneath each truss (see sheet 14) Calculations for'the 16' garage header (page 21 of my calcs) are revised to include the 3695 lb point load at 42" that was left out of revision 0. The size is increased to 5.125'x 15" as shown on sheet 12. If you have any questions, please contact me. Sincerely, Paul Krohn Crete des 1 g n A R C H I T E C T U R E A N D. P I., A N N I N G Timothy Crete - Architect - C-24 094 2540 ESPLANADE # 1.2 CTJTCO. CA. 95973 ph (530) 345-6676 fax (530) 898-0586 Nv,.c-Nv. . cretf-flrsign . com e x p e r i e n c e y o u c a n b ii i 1 d o n . . . _O -dote- o �-►101 to- ���1-r���� A►�1 S i o� OT P'�,..�Gw+ ► f ti o 1 " I to � °► W 1 M .._'rr:. rN: ... `i� .....�.� a..i in order to expewte me review or your puns, Yg%A&W WUIF17A Ana cuuowrug ouvnuauvu ..••» • _o ....y your this form it ad complete, as to A eorreWod items. *0 WW got be able to Wcept Your it-submidal for t+eiiZ�►. ` ,afto 4 response to every item requested in our plan oorreWoa left. " ey otltle f Is not CO'Wdeced S valid t'espod.9e. Plesise dia ' response to ex6 item ed the location where the information sari be found on the ptaml/calp. ATTACN THIS fo N TO A COPY of YOUR PLAN I NEW LMU AND aeTvaN ddITN WISED AND oitt � FAAS0qSE'SSSORS ERS NAME ATEPARCEL NUMBER PERMIT NUMBER oil - ���- �U-Z.., c1 P CHECK REM N RESPONSE BY* � 'C `1 LOCATION O� PiNS/CA;C�p ��� vb� a-�/' r'1 �! S 1 G . COMM ` TS: Q AD fW or I NAW, h L 6w, <f 00Z'. A00411 A PLAN CHECK REM N -. RESPONSE BY; . LOCATION ON PLANS/CALCS: 4- moi,, . S c, COMMENTS: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: r944 SJ LA . 10214DO (-- II I Al) f ,► in orucy tV c1 pvui1L u— C---u — yvu- v-. L �•� v AV94V nmsd Nuv. ... . this form is not eom lde, as to all eoffeWon items, we will W be able to coapt Your re -submittal for review. '"'bm ` ,sponse to every item requested in m plan eorrftdon letter. "By o&rf U cot ooiWdered a valid re"oft ply1. response to each item and the location where the Information can bo ?ound on the pianslcalcs. ` . ATTACH THIS FORM TO A COPY OF YOUR PLAN RAV M LMM AND RETM_ WVH REVISED AND to!� S NMA 0 T8: FASSESSORS PARCEL NUMBER PERMIT NUMBER 01— L 1-- RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: b COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/C LCB: COMMENTS: q iL1 1t/Vr: S S 1 vc j IV% Si rN, 7�-W a4 PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: this form Is not complete. as to all correction items. aro WHI not be able to Accept Your re -submittal for review. '-response to every item�in our lan eon�ection letter. "B otberf is not considered a valid respom". pi . trsponse to each item Ili �tbelocation ahae the information can be f nd on the pbns/csles. ATTACH THIS f TO A COPY OF YWR PLAN RV EW LETTIM AMD !lET11RM MOITN REVISED AND 4R�fi� s 0►WNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER c ('Lo'0u— RFSPnNSE FOR PLAN CHECK LETTER DATED: PLAN CHECK RESPONSE BY: LOCATION ON PLANS/CALCS: I S� f g 04 I S. COMMENTS: u S' G ALU L411)-) ..; �rr`4a fri-„+,' ..,�.�..-�.K.,`r' '. ,• 4. Morn t �o�:%r KY � 1�� � c yt.'�r•j. � �.�. - .. y .. rY FL S in otw W Ca PMFA Uic my-1tv Ol yrj111• pjalL,4 ram vva"V "W wai LOJUV rMI rlUVIga.444— - _ juUY this fonn is not complete. as to all conbcdon item& WO WW hot be dble to NOW Your re -submittal for WAt*. Vwe am ftpoase to every item requeged in our plea coa+ection letter. "By othe a is not condderod a valid rrrapotm, pig response to"item and the loeation where the information can be found on the pisntkalcs. r ATTACH JUS FOR14 TO A COPY OF YOUR PLAN REMW LE1Ttit AND RETURN WUH REVISED ANt) O OWNERS NAME 0 TE: ASSESSORS PARCEL NUMBER PERMIT NUMBER I LNCFTEM.N�.., RESPONSE BY: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: 7 COMMENTS: I j v L� 1 • PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: S COMM NTS: � I PLAN CHECK rTEM 0, - RESPONSE BY: LOCATI N ON PLANS/CALCS: COMMENTS: August 24, 2001 John Mattera 1236 Orchard Way Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-680-002 Building Permit Number: 0 1- 1689 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: STRUCTURAL COMMENTS: 1. Please provide a letter from the truss company or truss details showing that the loading of the fire sprinklers has been accounted for. 2. There are four D4 trusses on the plans (at the dormers). These are double trusses. Please show the bearing points on the dimension plan under these 4 trusses as you did the other girder trusses. These D4 trusses are 3 -point bearing, so will need extra support at the interior bearing points also. You show a 6x12 beam on sheet 12 right behind the dormer. This beam supports 2 of these D4 trusses and truss D5. Please provide calculations for this beam and its footings. 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. No items remaining. 1 of 2 August 2, 2001 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX John Mattera g b 1 os 1236 Orchard Way Chico, CA 95928 Assessor Parcel Number: 041-680-002 Building Permit Number: 01-1689 I. [pis office revieweu buil- ig plans for the permit application references: above. T nc 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. A COMPLETE PLAN CHECK HAS NOT BEEN DONE PENDING THE ITEMS BELOW. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: N N -STRUCTURAL COMMENTS: Your parcel is in an area of highly expansive soil. Have an Expansion Index Test done by a licensed professional. If the index is over 20, your engineer must design your foundation. Truss L1 is the wrong span. It should be 25 feet, not 27 feet. Please submit a new truss A Please provide truss engineering for Truss B3 allowing for the mechanical loads of the v X furnace. . Please indicate the roofing material and the siding material on the plans, maybe on the elevations. There is a small window on the left elevation at the master tub area that is not on the floor plana Please coordinate the plans. �6�Show ALL girder truss supports on the floor plan. ,,�4e 'P4o . - an. he point load on the garage header from the girder truss will now be in a different location. Please have your engineer address this in your garage door header calculation. All aspects of the plans must agree. Please have your engineer or architect calculate all headers which support girder trusses and put those header sizes on the plans. 1 of 3 Please have your engineer put ALL exterior header sizes on the plans according to the truss loads. Please have your engineer calculate ad provide footing sizes for ALL point loads of over 5,000 pounds. Please have your engineer calculate the underfloor pier sizes shown on sheet 15 of the plans. I don't believe that 18 inches square are large enough. What is the floor joist size across the bedroom area? 117/8 TH Pro 250's will not make the pan. Section B -B shows 2x4 studs 111" tall supporting trusses. You will need 2x6 studs or rovide engineering for the 2x4's. -I do not understand why there is a 31/8x12-glulam beam on sheet 12 of the plans between the ining room and kitchen. There is a foundation under this area also. Please clarify this to me. The energy calculations are not correct. The orientation is wrong, (the front faces Ease) the s ylights have not been included, and probably the window I referred to in item #5 above has not been included. Please p -oxide new energy calculations. 3 i�_ialc's am returning two sets of y -;u► p n -Q, one set of your truss details, and one set of energy to the Chico office for you to pick up. Please re -submit 2 complete sets of revised plans, the truss package, and 2 sets of new energy calculations. STRUCTURAL COMMENTS: None pending the above. PART - U 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. Impact fees: 1.1. Complete and return the Butte County School Impact fee certification form. 1.2. Water tender fees in the amount of $200.00 are required prior to the issuance of this building permit. 1.3. Durham Recreation and Park fees form to be completed and returned. 2. Obtain Encroachment Permit for, Driveway from Butte County Public Works Department. If you wish to discuss any non-structural requirements in PART - I, you may me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 2 of 3 PR(#ECT PROCESSING RWORD AAPPLICANT: OWNER: PERMIT #: A. P. WORK DESCRIPTION: DATE . pESCREMON OF STEP r ��� XX --,Y/ _0 u -A Crete d esiJ n A R C H I T E C T U R E A N D P L A N N I N G Timothy J. Crete Architect ( C - 24094 ) 2540 Esplanade # 12 Chico, CA. 95973 tele (530) 345 - 6676 fax (530) 898 - 0586 www. cretedeslgn . com e x p e r I e n c e y o u c a n b u I I d o n ... Date Project a iCA4-" �t..a dill v,c. Wf Z� 'O'e, I have reviewed the truss documentation and It conforms the proper Information as set forth In the plans of the above mentioned project. date i r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Mattera Residence Date..08/15/01 12:05:16 Project Address........ ******* Chico *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone 11 I& Bu Ging Pt P an CP an C eccateate Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -0115152 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2850 SF.Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2850 sf Single Family Detached New Front Facing 90 deg (E) 1 1 Raised Floor 17.7 % of floor area 0.45 Btu/hr-sf-F 0.43 9.8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Shading Type Type R -value R -value R -value U -factor Location/Comments Wall n/a R-19 R-n/a R-19 0.065 PLAN FRONT, LEFT Standard Standard Yes Standard Standard Yes BACK, BACK LEFT Standard Yes Standard Standard Yes Standard RIGHT, TO GARAGE Yes Standard Standard None Standard St j� KNEE WALL Door n/a R-0 R-n/a R-0 0.330 ENTRY, BACK TO GARAGE Roof n/a R-38 R-n/a R -J38 0.025 TO ATTIC, VAULTED Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR FENESTRATION Orientation Window Window Window Window Window Window Door Window Window Window Window Window Front Front Front Front Front Front Front Front Front Front Front Front (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) Area U- (sf) Factor SHGC 12.0 12.0 12.0 30.0 12.0 4.0 10.0 4.0 2.9 12.0 18.0 12.0 0 J41-1'on 0 .10 0.410 0.410 0.410 0.400 0.650 0. 400 0.400 0. 0. TO 0 . VrO 0.380 0.380 0.380 0.380 0.380 0.380 0.680 0.380 0.380 0.380 0.380 0.380 Over - Interior Exterior hang/ Shading Shading Fins Standard Standard None Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard None Standard St j� None Standard "_'%t #A None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Mattera Residence Date..08/15/01 12:05:16 MICROPAS6 v6.01 File -01151S2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2850 SF.Res.- Submittal FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (E) 18.0 0.4,-1*9j 0.380 Standard Standard None Window Left (S) 18.0 0.410; 0.380 Standard Standard None Window Left (S) 24.0 0P4V 0.380 Standard Standard None Window Left (S) 15.0 0.400 0.380 Standard Standard None Window Left (S) 7.5 0.400 0.380 Standard Standard None Window Back (W) 12.0 0'.4;10 0.380 Standard Standard None Window Back (W) 12.0 O 410 0.380 Standard Standard None Window Back (W) 30.0 0.400'' 0.380 Standard Standard None Window Back (W) 9.8 0.400. 0.380 Standard Standard None Window Back (W) 12.0 011:410 0.380 Standard Standard None Window Back (W) 12.0 0.4110' 0.380 Standard Standard Yes Window Back (W) 36.0 0.400. 0.380 Standard Standard Yes Window Back (W) 12.0 Ok.�41�0 0.380 Standard Standard Yes Door Back (W) 20.0 0.650 0.680 Standard Standard Yes Window Left (SW) 12.0 0.410 0.380 Standard Standard Yes Window Back (W) 36.0 0.400 0.380 Standard Standard Yes Window Back (NW) 12.0 0.410 0.380 Standard Standard Yes Door Back (W) 20.0 01650 0.680 Standard Standard Yes Window Back (W) 8.0 0141`0 0.380 Standard Standard Yes Door Right (N) 20.0 0650 0.680 Standard- Standard Yes Skylight Horz 8.0 05800 0.730 None None None Skylight Horz 8.0 0.8'00 I 0.730 None None None HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Gas 0.900 AFUE n/a Attic R-4.2 No No Setback ACSplit 12.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard - _n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL „ Page 3 CF -1R Project Title.......... The Mattera Residence Date..08/15/01 12:05:16 MICROPAS6 v6.01 File -0115152 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2850 SF.Res.- Submittal 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 built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. Name.... Company. Address. Phone. LicensV. DESIGNER or OWNER Timothy Crete Architect 2540 Esplanade Suite CCco, CA 95973 X301-345-6676 Sign¢d. C G ENFORC Name.... Title... Agency.. Phone... ENCY DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services X212 Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. 08��0� a e ate Signed. date MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Mattera Residence Date..08/15/01 12:05:16 Project Address........ ******* Documentation Author... Climate Zone........... Compliance Method...... Chico *v6.01* Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 11 Building Permit Plan Check Date Fie Check/ Date MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -0115152 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2850 SF.Res.- Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. m12M MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Mattera Residence Date..08/15/01 12:05:16 MICROPAS6 v6.01 File -0115152 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2850 SF.Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and / faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect / hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated', to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ,Project Title.......... The Mattera Residence Date..08/15/01 12:05:16 MICROPAS6 v6.01 File -0115152 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2850 SF.Res.- Submittal pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for -general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Mattera Residence Date..08/15/01 12:05:16 Pro'ect Address ******* Chico *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -0115152 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2850 SF.Res.- Submittal MICROPAS6 ENERGY USE Building Permit Plan Check Date Field Check/ Date MICROPAS6 v6.01 File -0115152 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2850 SF.Res.- Submittal MICROPAS6 ENERGY USE SUMMARY 2850 sf Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 15.35 13.12 2.23 Space Cooling.......... 11.15 13.49 -2.34 Water Heating.......... 10.00 8.80 1.20 Total 36.50 35.41 1.09 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 2850 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor Number of Building Zones... 1 Conditioned Volume......... 27898 cf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 17.7 % of floor area Average Glazing U -factor... 0.45 Btu/hr-sf-F Average Glazing SHGC....... 0.43 Average Ceiling Height..... 9.8 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Area Volume Dwell Cond- Thermostat Height Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) 'HOUSE Residence Air Leakage Credit 2850 27898 1.00 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Mattera Residence Date..08/15/01 12:05:16 MICROPAS6 v6.01 File -0115152 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2850 SF.Res.- Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 406 0.065 19 90 90 Yes None PLAN FRONT 2 Door 20 0.330 0 90 90 Yes None ENTRY 3 Wall 485 0.065 19 180 90 Yes None LEFT 4 Wall 408 0.065 19 270 90 Yes None BACK 5 Door 20 0.330 0 270 90 Yes None BACK 6 Wall 15 0.065 19 225 90 Yes None BACK LEFT 7 Wall 15 0.065 19 315 90 Yes None BACK LEFT 8 Wall 313 0.065 19 0 90 Yes None RIGHT 9 Wall 196 0.065 19 90 90 No None TO GARAGE 10 Door 20 0.330 0 90 90 No None TO GARAGE 11 Wall 131 0.065 19 90 90 Yes None KNEE WALL 12 Roof 2189 0.025 38 n/a 0 Yes None TO ATTIC 13 Roof 370 0.025 38 90 29 Yes None VAULTED 14 Roof 332 0.025 38 90 19 Yes None VAULTED 15 Floor 2850 0.037 19 n/a 0 No None RAISED FLOOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (E) 12.0 0.410 0.380 90 90 Standard/0.76 Standard/0.68 2 Window Front (E) 12.0 0.410 0.380 90 90 Standard/0.76 Standard/0.68 3 Window Front (E) 12.0 0.410 0.380 90 90 Standard/0.76 Standard/0.68 4 Window Front (E) 30.0 0.410 0.380 90 90 Standard/0.76 Standard/0.68 5 Window Front (E) 12.0 0.410 0.380 90 90 Standard/0.76 Standard/0.68 6 Window Front (E) 4.0 0.400 0.380 90 90 Standard/0.76 Standard/0.68 7 Door Front (E) 10.0 0.650 0.680 90 90 Standard/0.76 Standard/0.68 8 Window Front (E) 4.0 0.400 0.380 90 90 Standard/0.76 Standard/0.68 9 Window Front (E) 2.9 0.400 0.380 90 90 Standard/0.76 Standard/0.68 10 Window Front (E) 12.0 0.410 0.380 90 90 Standard/0.76 Standard/0.68 11 Window Front (E) 18.0 0.410 0.380 90 90 Standard/0.76 Standard/0.68 12 Window Front (E) 12.0 0.410 0.380 90 90 Standard/0.76 Standard/0.68 13 Window Front (E) 18.0 0.410 0.380 90 90 Standard/0.76 Standard/0.68 14 Window Left (S) 18.0 0.410 0.380 180 90 Standard/0.76 Standard/0.68 15 Window Left (S) 24.0 0.410 0.380 180 90 Standard/0.76 Standard/0.68 16 Window Left (S) 15.0 0.400 0.380 180 90 Standard/0.76 Standard/0.68 17 Window Left (S) 7.5 0.400 0.380 180 90 Standard/0.76 Standard/0.68 18 Window Back (W) 12.0 0.410 0.380 270 90 Standard/0.76 Standard/0.68 19 Window Back (W) 12.0 0.410 0.380 270 90 Standard/0.76 Standard/0.68 20 Window Back (W) 30.0 0.400 0.380 270 90 Standard/0.76 Standard/0.68 21 Window Back (W) 9.8 0.400 0.380 270 90 Standard/0.76 Standard/0.68 22 Window Back (W) 12.0 0.410 0.380 270 90 Standard/0.76 Standard/0.68 23 Window Back (W) 12.0 0.410 0.380 270 90 Standard/0.76 Standard/0.68 24 Window Back (W) 36.0 0.400 0.380 270 90 Standard/0.76 Standard/0.68 25 Window Back (W) 12.0 0.410 0.380 270 90 Standard/0.76 Standard/0.68 26 Door Back (W) 20.0 0.650 0.680 270 90 Standard/0.76 Standard/0.68 27 Window Left (SW) 12.0 0.410 0.380 225 90 Standard/0.76 Standard/0.68 28 Window Back (W) 36.0 0.400 0.380 270 90 Standard/0.76 Standard/0.68 -1 77 1 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Mattera Residence Date..08/15/01 12:05:16 MICROPAS6 v6.01 File -0115152 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2850 SF.Res.- Submittal Orientation FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 29 Window Back (NW) 12.0 0.410 0.380 315 90 Standard/0.76 Standard/0.68 30 Door Back (W) 20.0 0.650 0.680 270 90 Standard/0.76 Standard/0.68 31 Window Back (W) 8.0 0.410 0.380 270 90 Standard/0.76 Standard/0.68 32 Door Right (N) 20.0 0.650 0.680 0 90 Standard/0.76 Standard/0.68 33 Skylight Horz 8.0 0.800 0.730 90 0 None/1 None/1 34 Skylight Horz 8.0 0.800 0.730 90 0 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 2 Window 12.0 n/a 4 7 0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 12.0 n/a 4 7 0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 30.0 n/a 4 7 0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 12.0 n/a 4 7 0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 4.0 n/a 6 8.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Door 10.0 n/a 3 8.5 .67 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 4.0 n/a 6 8.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 2.9 n/a .67 8.5 .67 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 12.0 n/a 6 7 0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 36.0 n/a 6 7 0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 12.0 n/a 6 7 0 n/a n/a n/a n/a n/a n/a n/a n/a 26 Door 20.0 n/a 6.67 7 1 n/a n/a n/a n/a n/a n/a- n/a n/a 27 Window 12.0 n/a 6 6 0 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 36.0 n/a 6 5 0 n/a n/a. n/a n/a n/a n/a n/a n/a 29 Window 12.0 n/a 6 6 0 n/a n/a n/a n/a n/a n/a n/a n/a 30 Door 20.0 n/a 3 7 1 n/a n/a n/a n/a -n/a n/a n/a n/a 31 Window 8.0 n/a 6 7 0 n/a n/a n/a n/a n/a n/a n/a n/a 32 Door 20.0 3 6.67 20 1 1.5 2 1.5 20 1 n/a n/a n/a HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Gas 0.900 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 12.00 SEER No Attic R-4.2 No No 0.645 COMPUTER METHOD SUMMARY Page 4. C -2R Project Title.......... The Mattera Residence Date..08/15/01 12:05:16 MICROPAS6 v6.01 File -0115152 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2850 SF.Res.- Submittal Tank Type 1 Storage WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 .6 50 R- n/a REMARKS HVAC SIZING Page 1 HVAC Project Title.......... The Mattera Residence Date..08/15/01 12:05:16 Project Address........ ******* Chico *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -0115152 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2850 SF.Res.- Submittal GENERAL INFORMATION Floor Area ......:.......... Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2850 'sf 27898 cf Front Facing 90 deg (E) CHICO EXP STA 39:7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Heating Cooling (Btuh), (Btuh) 13994 6280 9800 5470 n/a 10118 17642 5797 n/a 2100 4144 2977 45580 32742 n/a 6548 Minimum Total Load 45580 39290 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. SITE PLAN REVIEW APPLICATION Date: '7 —) 3 — O 1 Ap## f)80_ OO I), Permit Number (if applicable) O 1 " 68 9 APPLICANT INFORMATION Parcel Size: �> > 02— A Owners Name: T'!✓ �A , O 1-1 IJ Owners Address: C,IA i Lo 6A 95 Telephone No.: Situs Address: V 1 l_L-A VISTA 'b12 Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other 11 Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Approved a IR Site Plan Stamped Approved By DO NOT WRITE BELOW THIS LINE Approved ❑ Resolve Problems Prior to Approval Date 7 Pagel of5. �0 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ®. SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: , Y • Flood Panel No.: OSLO Index Date: 6 c S ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A-5 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks - Page 2 of 5 etbacks. Page2of5 Zoning Code Streets & Highways Fire.Prevention ..Subdivision Map Front r]0 Side E 3 p Side Street Rear S 3 O Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks - Page 2 of 5 etbacks. Page2of5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ® Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees 11 Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) ' Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required [-]'No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply -with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page. 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 JI Subdivision Map/Parcel'Map: e 0�'s V r t, t. A S SU i3 s Map Date of Recording: LI _Q y - -7 4 Lot: 2 Book: 12-- Page: ❑ Use Permit/Minor Use Permits.'- Permit Number: Date of Approval: Comply with the following Conditions of Approval: ® Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 T Automatic fire suppression sprinkler systems shall be installed in accordance with ;the National Fire Protection Association Standard for installation of sprinkler systems ,in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications,°serves the parcel. r , ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper';than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of ; Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to` protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or, prior to grading or vegetation removal. . The removal of mature trees shall be minimized,;'where' . possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in. diameter, 4 feet from ground' level. Mature trees removed shall -be replaced ona'-,3-to-4 ratio, utilizing existing.oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall 'be taken to control fugitive dust emissions from all driveway and other civil construction, associated with residential development. Approved dust control measures are found in the Rigitive dust control plan for the site approved,by the Butte County Aiiouality Management District. a'' copy of which can be obtained from the Butte County Department. of Development Seryices, Building Division." w ® AND aur. GAY2 PWOfZ)< YO ❑ Class A roofs are required. Page 4 of 5 Summary of Specific Requirements: .y; This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 ❑ s Summary of Specific Requirements: .y; This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 I 200 Y.—�03�56E� Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:01PM 13 -Jul -2001 I REC FEE 7.00 1 CONFORM .00 I PENALTY 3.00 I 1 I I Maureen I Page l-of`l AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 1.4 FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PM cC i- T- 9, a, As sMOwN ov TH4T CER14/N Mop ENTISLEp. "(361T7"C- VPLC+S Su81�i�ibrov�' WH/C' M!�P y0+5 lot FCOTFiE OFF/CCOF r7iERE<.09Pcue of r F Cour/ry of r3c�r�rE sT�r� of cA�/�o��lllf, oN +PR11- A4f, 1g971 I/✓ 460K /Y;J CIF fiI04-P-5; / r- i�,46-F,s ag/ 19.3, ani 3SAv�� A6 • CCltZ IC 4rF or- C'0XRCC.T/oA J RE c69ve'o 0'- J� / 9, 1947 jw/Df/e I3uTTF Caun�T� R�ca�eDe/�'-s SC -91A(- n/v, q7., a;( -33C=,, REsc/ev//v G- i E- FRair, i9-ni E6 e c-s_s- ,*10 t0ct0Ca G. a 7714./ r -/ESI /+s .S NQe.vitV VA) YhRDE ANP /t,"-rPrco CAPON -r#c COVEN4NTS; CONDITIONS AND RESTR/C7/ON,$ 4.s SE7" FOR TN /A/ TA4T CCRTRiw PE�cAR 4T/ON OF RESTRICT/oNs RF�o/:J►ED �PR/L a Y, / 997 rcNDER 03 trrC 00 2sC01e067Z'S SCR/AL NO_ 97 -/µSYS amr'rE "&w/rj� c/fc/FAR.�N} /t-# OF W0140hAir /NCaePo/ZdP>"EA /iEl2Ein/ QSy REF�ia'�n/=E �NER�� u//TK r-06'64/mv FORCE �N'J EFFr�r A•S -r#ox&f FKCcyy SCT rORT# pE"�{/N 47- COVC-TN t'¢'ND eMAlr'ECS g y ACclOarANGE Of TN/S PrcD 4PPA0VC,ADoPT RA�*iFy, 4wo it�Rc-e- 7v T/f E 7tgws OF 5410 OCCC -M 77 ON. Date 7- is -o / PROPERTY OWNERS: � zs14ti R. M.-acre— of California ) County of6li� ) On 7- / a- D I before me, personally appeared M fl -7 77 /9- personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and offic' seal Signature Seal: LUCY A. PERSHALL r COMM. #1259473 1 NOTARY PUBLIC CALIFORNIA BUTTE COUNTY A.P. # 0 $ Q — 6, 0:2 MY COMM. EXPIRES Apr 3, 2004 l .x 19 m •` k'� _ t '+ r y 1 ti iyjr , 3 F • �i � ti j } r r w r • . �� i_+ J k r } `�.l* rT7 Ff •yLLgi -•»�j 14 "1.1 Rill ' a ,' • M` r I 14 •1 t x t� S,S* �� • fir ,�J a3" .• T ��� " ^ s �' - .. ���It i -;`•f` i . � 14'x: ., { .F�� .i iM \ y ?��S yyt �• •"'�.=.`�,�,�lr.-.."r�YJ..f-.L�.j":j:yr?hY�,.i.-`;.tY'1'L :- ��x�'... �. ..r^:"�'',5. ��.^�"'�`�''I.!..'iC`X`'i'."''1'yil7y`j(�y'��"-1'.�i' 'i+"":Y'Tri"'YYt``ti"+'+r7N'l'ec'ir`IJ��"7H0`•/���`'t{'+j�Kr'"�'4:'^J'``."tin�•.-.+'•.. BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Property, Owner (s): %�%Ct 4e Y' Project Location/Address: Subdivison Name: Assessable Square Footage: Type of Residential Development (check one): Po t+e. Co - SChoo(s -QWVVI New Development ❑ Afteration/Addition Mobile Home (s) ❑ Non -Residential to Residential s -,Comments: Ab c f Building Division Representative Date (/ Durham. Recreation and Park District (DR PD) certifies that kZ :t5 h +'1 Mme. Q �. Co' to's Applicant Name Applicant Phone Number- ' . I n G On Street Address 915012-S/ City State ..Zip Code A. . ...:.. i'�•Eµ' `N` �1; 7 a�., =tin has complied with the requirements of the Butte County Bo'`ard'of Supervisors Resolution No. 93 - 114 by payment for square feet at $ 1.04 per square foot for a total payment of $ a .R(,Pq. [�R'' D Representative ' � Date PAID BYE CHECK No.:, Remlarks .' BANK -No.,: PAID BY CASH: RECEIPT No.: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION ✓ v r -7.. i' !`.'� � 1 x.t1�'S BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) -School District j� S Building` Department No. rr • A.P.- Number (jL,Q(J wn% . Jurisdiction: Clty -. =�<County Property Owner Property Location/Address Subdivision Lot No. ...................................... ...........�............................................ Residential Development Sq. Footage ✓LJ No o Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # i '(No foundation inspection): ................................................................................................................... Commercial/Industrial f . / ! • ^y r, r �� Sq: Footage' 0 t <.. New Addition (Including Exterior Roofed Areas) Building Departme t-Repfe�¢ntative-' t Date moor rlans reviewea oy .7cnooi uisinci rersonnel) District Identification No. 6 / `t 7 v N / ,itSchool District certifies that Address) ' (City) t has complied with the requirements of Resolution No. (State) (Zip Code) by payment of .$.w sd representing ,square feet. AB 2926 S . W FULL MITIGATION $ , KA� School District Representative Date Paid by Check # " Remarks: Notice: .You may protest the imposition of the fees identified above by submitting a written protist to the District; in compliance, with Government Code Section 660201a1, within 90,daysfiom 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. r If, subsequent 10 the s hoolDistrict .Representative signing ,this Butte County Schools Impact Fee,.Certification Form, the:School.Distnct is notified b thea hcable Local Planning A enc that this t y pp g g y project is being reviewed under.the Califom'ia Environmental Quality A'ct:ICEQ:AL this project may be subject to additional school fees to fully mitigate its impact on the school distnct's•schools. White,(applicantl, Yellow (building department), Pink (school district) feeform.As 110/981dmm 4 line E — line ri I Til line 2 line 4 B LOCATION- OF HOLDOWNS TO- BE MODIFIED, WITH CALCULATED TENSION. EACH STHD WILL BE OVERLAPPED WITH A SIMPSON MSTC28 STRAP .TIE (T ALLOWABLE = 3310LB) WIT}' THE REMAINDER ONTO THE 3x STUD. ALL•'r HOLES TO BE FILLED WITH 16d SINKERS. STHD10 '' T=0 NOTE THAT HOLDOWNS TO THE RIGHT (WAS MISTAKENLY INCLUDED ARE. SPECIFIED CORRECTLY. HD10As TO IN PLANS -SEE P 12 CALLS) THEA LEFT WERE MADE WORKABLE BY LENGTHENING THE SSTB28s WITH COUPLER NUTS. 10/1^/01 NO • CCALE FHD10 { =270LB line C t i i Q�Of ESS/p W pF Cr1LIF`��� B i 25.0' 53.5' 30.0' 34.0' IED PFK OWNER RESIDENCE I PFK DAILr: MATTERA ED RF MAY, 2001 DIAPHRAGM LAYOUT L ?SOFESS 29 No. 272 Z F W � C � r ��IIfF CIVIL �\ . f � 1-20-01 EET N0. FEENEY ENGINEERING OF 1 389—C CONNORS COURT e NO. CHICO, CA 95926 530 899-0409 v t. rvrrm tun vucuvaii—o ) • Residential Fire er i _ Pum Holding i�nn Tank• .: 9 Coverago Minimum Dos1)�1n Flow ctor9inches klorOere , _ _i _- Muit$le Area- Single Sprinkler Sprinklers. 12' x 12' 10 GPM (11.1 psi) 8 GPM (7.1 psi) (3,7x3.7(r) 3791pm(0.77bar) 30.31p00(0.49 bar). 14' x 14' Psi 10 GPM (11>1 P. 1 BG M $i P ,1 (7 p,) (4,3 x 4 U) 37,9.001(0,77 bar); 30,3 0M, (0,49 0 16' X 16' 11 GPM (13,4 PSI) 11 GPM (13,4 psi) $9x4,9rp) 4.1,60M(O.Ozbal). 4t.61pm(0,92barf 18'x1&' s 14 GPM 2L6p)) ( _i GP 88 S 13 1 .._M( P.),. (6.5x5,51p) 53,O7pm(1.50 bpr)�' 49 2! .30 bare" ._,,.gm (I ):, ' 20 20 x G 28.4 sl 18 M P ( P) 16 GP 28,4 si " M( P ) (6,1xB.f!n) 6Q81pm(1,966ar) u0.61pm(1,9Bbar).: coveIrape Minimum Design Flow ctor9inches klorOere , _ _i _- Multiple Aron Single Sprinkler : Sprinklers ' 12'x12 3 4 s1 11 GPM(1,• PSI) a UPM 7.1 si � P I (3,7x3.71n). 41.61pm(o92bar) 30.3)pm(0,49bar) , 1 ' x 14, a 12 GPM (16,0 sl P) 9 GPM (9.0 psi) (43x4.3m) 45.51pry(1,10bar) '� 34, lomf0.62bar) 16' x 16' 14 GPM (21.6 psi) 13,4 s 1 i GPM ( p l) (44x4.8m) 53.0 )pM (1,506ar)-, 41.61p1h (0,926dr)• 18' x i 6' 14 GPM 2 i,e si) ( P B.8 s( 13 GPM 1 .. P ( b8d1 ) 030.1' 1,50 bar:.: P 49,21.m 1,$0bar) , P L20'X 20+ jj�=(2641MP() 6G.28.slP4 x0.im , P. ) .` i 11 p S r1Ylk .Pix,. H'ea 1. _ '. _ p .., S Coiling to to o rrn Mexr`um .L_ ALP. - ..111 8, ctor9inches klorOere , _ _i _- :. i Delta o , s' 0 orS inkier el i, Coiling to r h- 1 um Ceil n a m M 9 x . lop P _ _ ,. , , Valve' , Cheek Va1V UJ3C�C(� C�l _ _ Yl L _ _. - , Spring p ,occupancies , o Recessed Pen den t ee n e de _ _ n 5 FLFP Pendent ' e2 1 n Ta b _ 7 _ ._ _ 13Q & s or NFPA , t_, amen f drauli c Desl n Re ufr _ _. H q _ Y FPA 13R N: c RecessedPendent LF 'Pendent; & R ece. 'ble A 1 55 .F_.. T a ,., . Sio ed Ceiling cello Specific A ii n C UL S L& P U _ pP__ _.. p eu o NFPA 13D &, e e is for Design R i m n li r . Hydraulic De i H drau _. Y Coverage Minimum Design Flow Multiple Area Single Sprinkler Sprinklers 12' x 12' 10 CPM (11,1 Psi) 6 GPM (7.1 psi), (3Jx3,7m) 37-9IPM (0,77 bar) 30,31pm(0,40bar) R x 14' 12 GPM (16,0 psi) 8,5 GPM (8.0 psi) (A,3x4.9m) 45.51Pm (1,10 bei) 42,2 /Pan (0,55 bar) - 16' r. 16' 12 GPM (16,0 psi) 11 GPM (13,4 psi) (4,9x4,8m) 45.51pm(1.10bar). 41. a tpm(0.926ar) ' 18' x 16' 15 GPM (25,0 psi) 13 GPM (18,8 psi) (5.6X5,5m) 56,8000-r9par)' 49.2;1pm(W0ba0 20' x 20' 16 GPM (28,4 Pi) .16 GPM (28.4 Psi) ' (BAx:O,im) 60,61pm(L966ar). 6016on(1196bat) . - .. + u Max(mumCel(14gtoto' �orSprinkler Deflector 41richos, ' NFPA 13R Occupancles (For use Vrlih Figure 51 Coverage Minimum Design Flow r Multiple Ara S n le SprItAler Snrinklers 12' x 12` 10 GPM (11.1 PSI) 8 GPM (7.1 psi) (3,7 x 3,7m) $7,91pm.f0.77bar) sasIpm(0.49 bar); 14'K 14' 12 GPM (16,0 psi) 8 GPM (7.1 psi) (4,3x4.3m) 4$.51pm..(140b30 30,3 leni(0,49 bar) -. 16' x 16' 12 GPM (16,0 psi) 11 GPM't13A pst) (4,8x4,9m) 45.51p1p.(1,f0 bnr) g1.61pm'(0.92bar) 18' X 18` 18 GPM (36.0 psi); 13 GPM ,(18.6 psi) (5.5x5,5100)1 68,1tpm(2,48bar)` 40,21pm.(00 bar) 20' x 20" 20 GPM (44.4 Psi) A GPM'(28.4 psi) j6.1 x5.1m - 7571pm (3.06 bar):. I m :96 bar 60,6 p (I vices.J'�`'' '� .• n, - M� csei LF'Recessed Pendent, -: F 3.0,IZ-Factor: , ...> Figure 2 � . 'The Central Model L, r _ , ., ., cited t ula (rw .�. Because oFthe aboge p -. k 1r, _ and Recessed .t. fY1r:. , , Residential Pendent a tir,• s < df _ ivo J. flan s and the varied nature o/ }„ iso Pendent sprinklers are decorat ,_ � _ � r; P architecture, `theke resldenNal type architec U_ , • ,- lass bulbs sprinklers design t neo+ .f g . P _ compartment ns' twill be some compartm n g i occu anc(es such as _ , ;. in.resdentlal .. P ed 7n be full s rinkier �,_ which cannot Y p omen apartments, dormitories, and accordance'wtth the recomendations , ,. :,. i Mae as 11 ". Faec Of hotels..y � �,., 3D or >� nmurw Eu.enm. ' o(NpPA 13, NFPA i , l�ri, �.n w ``rte Hadudna are to be used in wetpipe NEPA 13R. In the evenGo/this I auaraa they es 1 ' r o e. suit the authorltl i" I Sprinkler stems for n condition .con resident a p y mobile and two-family dwellings antl m ct on (or uldance having/urlsdl 1 g ] f e homes per NEPA 13D, Wetp p 'residentialFJ val. and approval. OW sprinkler systems for P ..:. occu andes u ' o and residential P p a .- fn four stories in height r Including 9 P- oW er is responsible for: The n p t air fire, rntectlon ma/ntalnlnd h p - In e ' Residential 1, .w � 54 , f ..:.: . NFPA 13R or' wet pipe sprinkler r: , P P.- P. . e' s.for the residential portions of s s( rn I P y system and devices Proper op _ . tion. The Installing operating .condi 9 _ p 9 ndent and Pe_ ( i � - s +�J _ -- c _ Per NEPA 13., any occdpan Y P ie > oontractorors sprinkler p Curer should be cont acted relative' ReaeSs ea: R.. ,, m §g The Central Model LP Residential s to. any girestlon . _; Pendent S rinklers t)a�,e a 3.0 K. P factor which rovldos t f71v low design P _ _ TO Pen dent flow rates at reduced regh,lUal preso s eller ilt.e sizes end suras, enabiin9 m 1.. _ fvularvcffnnly ianlliremflntsl `�, n9'�Ji Spin leaf"$ � _:.,,y m:a mm, aanui. ' i The minimu nnklers on oPPosin ,Pestlistance be veens - , , i 1 . can b„ ., 1 I) C anditions me tl f is i , so i I r I orizonlall t is easu etl h __ , m Y, _ 1. thus enc ea sin he h � ril Jers r . a erin the , . _ 9 r solved b st _ Y 99 9 H n t e slo s easu e a o h -- stance. ace. R emem ber,h rizo toIdela teor than h an 6 0r _r c.tf9 :With _ ithfor,andB.Foran9esre I P . e ._. t .�. , .,.r1 . .. tTechnlcal Seryices Department.Ge tras1 , t t t A I. - .r ,,. .t } 1 t : „ t .< n d 1 he Listed s .. .. . u 12oft n I , 4 ax C . , o.l m m / the N FPA minimum m i P t: 1 A 1 _ rr c. riha the s ankle r'was calculatetl f r . . , t i .. _ B _ See ,,I Ea form nimums spacing,,'' mu m L_isted s aClrf t . .r.r .. A r f t. ' _ Athat'the sPrlnkiet was caIcu ated tor, , r .r.. r e t , 7 — e eek t icail iro the .. o en m ' axirnum 3 v _ t 1 C . t .. • t t , ENFPAm0IIw `e'mnm_um-0 f 8.0 ca nno{ninium of8 r; t L ., .. �. ' be obtained due`to "B', a baffle must be Installed •t. :{I er i ::'. j _ obstnict3 a discharge betweenthese:S sprinklers h 9 .:. .t.: ;�.. P ,I X11 , .. ;.., :1 t _ old -solder'. See B, for maximum. rr••' S,,, � and prevent c - ) an les 00 to 60°. F Acceptable for 9 - Fu+ dna °ualspacing down (rorn Peak; see Figure 9. �r 1 ! .• YS Y. P A t WT.. 1 i.S a. t �w .S. M } �.• 1 r r �eil�fl�I Lia! �• -; rrS;tl o.ra.. , ,.•v . c. Part Specifics on 1, ° Body •Bronzo AS B 5f?4 Dimensions one Alloy C64400 2. Stem Stainless Steal ASTM A B C p2ile A•562A o II S 30 300 :. v 3: Spring p .9 316 Stainless Steel I: _ 4, DISCHolder Stainless Sleet ?Ai' S. Disc 1' FI .3600 Teflon, 9 5A. 'Disc .4- 6, Seat Ring 'Teflon 7. Seat Screw Stainless Steel ASTM A•276 Alloy 543000 B. BWy' End Bronze ASTM P-404 .5 ' Alloy Cti4400 " ti St 2 f N' 1 .1 t... a �S : DI ei ts, Mens s illi h loh .1 . Dimensions one AApppp Ap P ro>t. A B C p2ile Nat Wt. Wt. Net WI, Fly. Fig. 36003) � 9 2 1% 11110 .4 .4 l: 2t 110, 1 e /te 4 .4- -. , ' 314 2t/4 1ele tal 0 .a .5 ' : '. -. • 1 2511 2 t .9 1114 , Vim he h PI/10 I 1.2 1 .3 s 1 3 VIA /te ! 2 1 .8 1.9 2 all. 2s6e 24 - 2.7 R 0 rTOO Ln C T - S ecificall designed for the, ■ Self•Prlming Design. p y A uperanon: rump ratings are within the moto-r manu , following; uses. When pump is. Primed it facturer's recommended • Lawn sprinkling never needs priming again 'If 1i is be working limits, Can. :., *,Irrigation evenwaterlevel drops below the foot valve. . operated continuously • Air conditioning systema end of out da a e: with m 9 Heat pumps It resumes pumping as soon as water level rises again. Water transfer g Mechanical Seal: • Dewatering Gas or air In the water will Garbon/ceramicfaces, BUNA not airbind the elastomers. 300 series pump: stainless steel metal parts. SPECIFICATIONS ■ Serviceable.n . P9 nnllni)t rfaslnn allows 'Exclusive casin deli g g. Model HP Phase 'GT07 GT20 GTI 0 1 GT15 GT20 2 GT33 " 3 ; GT073 '/' 3 GT103 1 GT153 1% G 1`203 2 GT303 3 'De 1`i fico . Item No. u 4 b,. i ae1 ' GT20 rid ff 0 -di user_L12 4' Diaphragm hra m 5" Machine screw_ 6 niffuser' 7 Impeller a �' S Mechanlca 9 Foot 10 Bait -foot to adapter ' 11 c adapter I Motor 12 Bolt-casinptoadapter 13 Golt-adapter tomotot 14 1 Deflector r •,Model rGT07 , JGT10 . ,GL15 GT20 GT 3e GT073` GT 103 G1`153 GT2 03 - GT303 � c Ne L 40ih . 94 ;.2/fie 20'/ie }� 19 19Y ,. 20% 20°/e 2Y/e 1 „ 1 46. 801 _ 23;4ot' 21.84 Rfi00-1-1 /4 1-1/4!' i4. `107.14 '. Height 0 r �o.c>o Rf00-1.1/L. "� 1-1/1 9/. 107f 14 53.57 50.00 . rz1 n -z Wt.(lbs.) 49 _1 52 60 65 76 49 . 52 _ 55 69 71 Phase ' Sin le o Three , 1 i a I, } 'l o u se i ucii ti r o s ORDER NO. _. SIZE . WEIGHT ✓ I.i3. S LIST PRICE '.NET 1-10 .: NET .' 11 & UP _ 1140 012 " 12 9 23.10 $11.55 " " $10.78 R400-3/4 3/4 " h 39.74 1 4.87.. 1 ,88 3 _ . R400-1 1 „ 1 46. 801 _ 23;4ot' 21.84 Rfi00-1-1 /4 1-1/4!' i4. `107.14 r r - �3,.�7- r �o.c>o Rf00-1.1/L. "� 1-1/1 4 107f 14 53.57 50.00 . rz1 n -z 2 ;3 1.93,90., ,,. SA. �- r 53,16. b I t, Et400 VA .VE: _.. sr o use ercon ches and of hls n Ihs, 0o n t f _ P P _ •� ` . AlI dimensions are to in W, .0, 1 1.: NOT DISCHARGE COPPER: FLOATS .. i 1171 SUcTIo N a 3 ! 'a- i R ORDS, SIZE WELCHT --CI—ST , NET NET N O. PRICE 1-10 11 & UP 8440.5, 5" $24.58 512,29' !01.47 8440-6 6" 1 28.80 14.40 13.44' 'RA40=8' 8" 1 79.83 39,93; :57.77 1x eY Y 4 ./ .SH. :saw ', • '.. R'6 10 !i L E + e, 3/ i *FOR T: n HRU- ADD40/ TO NET .HOLE ... l , ' t 4/ " ; P LYPRO PYLEN E FLATS O I . t _ ►t ET , .. , LIST NET, N - 5 1G T , / WE H _ 3 , 4y, R SIZE. r lam—.1-- 7 -- —+�; ORDL PRICE:. _ 1-10 11 0 6/ NO. $9 .32 $ 4 .6G $ a 35 ... PFS 5 1 , P f : ' �1Ei5 5,51 5. 4 1..oz_ U YE 1 1 , R WIANCE C 6 - PERFOR __ G _ _ F I7wIS _ _ . P _ _ _ l�CE RAT L - _ ERFORMA 5. r r"r"1�fTf"' r --r 8 1 ...12,9 6 ,4f; 6-.031` , -"'k 1.1, p , I 1.1 �z ", 1- , I I I p I 11, I � 11 �-' ,- I � I - - I I I I I . .1 � - , I 1. I 11 . I 1� - I I � '' -.1 "...-:1 I - 11 -, I � - III : It " I I . 1- �. .. ,L- �l �" i �k �� t � I I - - I , __' ;.� "-w t - , '' I - - -1 ' '.. - - ,. . _' " � � . ..... � , ,,, 1. .1 .11 I 11 I -1 . . - ,,, " �.' I �' - I � t, . � - �� .' -_ '. - . 7' . , � �.� , '.. "., , - , - �� � - '.' � � - �' .1 ,!" � -, 11 7 . I.. I , , I I . � . I I 11 I . I I � I I � � � I � . I I I � . � I � � I I I . I - , ". ff""Iff'! Ul"-""'f' A`UM��' -.1- -1 ". - '; - , , ,- � �, .' , -, � � - - "_ , I � I - I - I , , � _1 _. 11.11, I . . I I �� . I .", , . "� , "" - - -1 .1 1. ' , � '. , . �, - -.1 1, _ 1-- I - M����� - _ oci_ -, ,- - . . .1. 11 ". .- I'll �. . I , , - - �'.. "I, I __... �: --- I I . 11 " - 1, '' � 11- I -� , _ ''I - �11 _ . -111.1', i I I - I..''. -, " _. 77 - -�, , - 7 - I -1 .. I i ' ' - - " ' -, ' - ' - I I I _ 11.1 - -1. - I I I � � . � .' I . - I I I �� . I � - 11 I -- , , I I I � I I � I � I I I I I I - I I . � . I I I I ; I I I � I I I I I � . I � � -_ :fl��. - . ;. . , - . , " . , , '- - .' . I I �... .1111.1 I I - .. I I'll . -1- I - - - I I . I 11 i ' ' -, ' __ - " ", , '_ . : � . 11 I I I � I I I !! I , .� � 1, I _'. , I ,. I I � � I I . 11 � .1 . I " I . � I � I I I I � . I I I � I I I I I I . I I I . . I I I I . I I . � � � I . � I � � . � I I " I . � I : . . I I � I : I I � I I � , I ,. I I I I I . I I I � . I , I I I ; . . I I I I . I I I � I I : I I I I I I I I I . I I I I I � . I I I I . I � I . � . � I I 11 I � . I ,. I I I I . � . t� � I , . I . I � . I , . � � r , I I � I � � I I � � I I I I I � I I I I I I � I � � � . I . '� I I I I . I I I . I I � I I I I , I � I I .1 � I I I I I I � . " � I I '� I I I I . I I � I I /I ' � . I I I I I I I " . � i I I � I I I I I I I I I I I � I I I , I I I I I ; I I I � I . I I I I , I I � I I I I I . I � I I I � I I I :1 � � I � I I � . I I I I � I I I � I . � I - � � � I I I � I I � - I � I � I I .1 . I . I I I � I I I I I I I �1111 � I I -1 _"15�� 1 � - ,_ I I , ' I ' - " I '! - � , . . I . I � I I I I I I I I . I � I I . . I I I � I I I I I I � I �� I I . I �. � I I I � � I � I � I ! � I I I I . I I � I - . 11 � I j - I . '_ � �" '�lr � I I I'- I 1� ' � � I � /1' . , : �' : � . I I . I Y�l' , . I , �� I �/ I .11 . . . .- � . � . I I � I I I I I � . . . . I I � � I I I � � . I � I I I I � . I I � I I . I � I I I I I � . I I . � I I I I I I I I I I � I I . I I I � . I I I I I . I � I I . . " "' '- I I , I . . 11.1 � "". � I I I I . "� I �.��' " " - �� _" I I I I , I I I . I I , :�" � � � I , , I I I - , � I . I ' ' " �) I I . I I I I � I I I . I I I I I I I I I I � . I � I I I I � I . I I I I ; I I . I I I I . . I I � I I I . I I I I I I � � : I � I I � I I I I : � I � � I I I � I I . I I I I � I � � I I I , I I I I I I � I . I I I � I I � I I I I 1, � . ? I . . I I I I I I � I I � I � � � I I I I , I I I . � I , I I I I I I I I I , � I I . I � I . � I I � " � I I ,�) . I I I I I I I . . I I I I I � � 1. I � � � � I i I I I I I I . . I I I I I . I � : , I . I , . I � . I . . I I I � � I I � I � : I I I I I I I I I , � I I ( ' � . I I I I I I I I I I I � I � I I I � . I I � I I I I � I I I I I I . I . � � I I I � . � I I I , : �. I . � I I " I I I I I . . I , � I I I . '' I . I I I � I I . I I I . . I . . I � . " : I I I � I I I I � 1 I I � 0 I I . I I - ';..- ,- 0 I ... . � I I I � 'I , 6 I I I I I I (�-'.l , . , I 11 1, �"' i ? I- . .�.- I I � � I I � I I I I I I I I I I � , I � I I � I � � I . � I I � I I I I � � I � I I % I I I I I I I I I I I I � I I I � I . � � I I . , I I I � � � I I I I I I I I I I I ,� I I , , I � I I � I I . I . I I � I � I I I I I I � I , I � I I � . I I I I I I : I I I I I . I I � � � � I I I I . I . � �� � I I . I . : I 11 I I . I . I � � � I I I I � I 11 I : . I 1'� � , I , I I . � � I I I �11' I I I I I I � I 1� , . . � .� �:' I � I I I � I I . I I I I I � I I I I I I I : I I � . . I I I � : . � I I � I I I I . I I . � � � : I � I I � � I I I � I I I I I � I �') I I . I I . � I . . � I 4 I I I : , . I . � I I I � I � I I � � � I I , I I I I I I � . . I . : . . . I I I I I � I � I I � � . I I I � : I I 11 I � � I I I I . . � . � I I I I � I � � � , �l I I I I I I � I I I ", , I , / � � I : I I " I I . I � . . . I 11 1. I I I I I I � I � I I I I I I I I I � I I I I � . I . . I 'I I I � '_7 f-/ �: . � � I : . I I I I I I I : I I � , R I � � I . I . I � . � : I I I I I I � . I I I , I I � I I I . I . � . I " I I I I � I . I I I I I I I I I . I I , � � : 1 1 . . I � �� � , I 11 . I . I I , 1. I I - ') � � , ; , . �� f . I I I I I I � I I � I I I I � . I � . I . I � I I I I � I I I , I . I I I I I I I i � I I I I � I I I � � I # I I � . � . I . I . . I I I I I I I � � I I � I I � : I I � I I I � I : . I I � I . ; � I I I I I I I I � , I � I � . I . I I I . , . � I � I I � I I . I I I : I I I I , I I I I � . I I . I I I � I I I I I , , I I I I I I � I I . I I � I I I I . . , , � I I � I I I I � � � I . I I I � I I I I I . I � I � I I � � � � I I : � � I I I I I I , I I I I � . � i I : I I I I I � I � I . I I I I . I I I � . I . � � I . � I I � I I I � . I I I . I I I I � I � I � I I I I � I 4 � I I . I � I I � I I i I I I ; � . , I I I I I I I I . I � I I I � I I � , I , I I . I I .1 I � I I I I I . I . ! � � . I I I I I I I i : � � I I I . � � . I I I I I � I I I I I � I I . � . I I I 1, I I I � I I I iI . . I I � � . . I ��) . � I " , � I I � I . I . I . - I I I I � I I I I . , � I - . I � I � I I I I I I I I I I . I . I I � � I I I I I I I I I I I I � I �'� I I . I I I . I I I I I � I I " �' I I I . I I I � I .. I I � I I - I I � I I I � I I I I : � I I � I I � 11 . , I , I . . I I � � i II I ! I I 11 . I I � . I I I . I . . 1. � � � I � I " � I I I I . � , . I I I I . I . . . I I I I � , I . . I I I . I � � I I I � I . II . I I I I I I 1, . . I 11 I : I � � � � I � I I . � I I � 11 I I � I " I I . � I I I I I I � I � � I I . I . I I I . j I . I i I � . I I � I I I I . I I : I I � I � � I I � I . . . � I I . I . I I : I I I I � I I I I I I . � � I I . I I I I I I I � I I I I I I I I I I I I I I I I I � . I : � I I . � � � . � : I I I � � I I I I � I I � I I I I - I : i 1. I . I � I � I I I I I I I I I I I I I � I I . I . � I I I I � I I I I I I I I : I I � I . I � . , I I I � I . � I I "I I I � � I I . I I � I I I I I � , I : I � � I I I I I I . I . � I I I I I I � � . I I I . � I I I I I I I I I I I I I I I I . I : � I I . I � � I I I . I � , � I I . , � � I � I I � � " : � I , ; I � I I 1� I I I I I I � I I I I I � I � I I � � I I I � � � I I I � � � � I . � . � � � I I I I I I � � I � � . I I . I � � � � I � I I . I I . I � � � . I . I I . I I I I I I I . I . I I I . : I I . I . . I I � . � I I . I I I . . I I I I I I I � I � I I I I I I � I � � I I I � I I � � I . i . . I � I I . I I I . I I I I I I I . . � I I I � I I � . : I � I I � I � I I � � . I I I I I I . I � I I . � . � I I I . I � I I I I I I I . I I I I I I I I I � I . � � I , . I I I I I I I I I � I I . I I I I , � I � I I I I I I I I � I I � I . I � I I � � I I I � � I I I I I . � I � . I I I � � I I I I I I � I . I I I � I I � I � I I I I 11 I I I . � I I I I � : I � I I I I � I I I I � I . I I I I . � � I I I I � I . I . I � I � � I I � I I I . � I � � I � I I I . I � . I . I I I I I � I I � � I I I I I I I � I I I I I I I I I I I � . I I : I � I I I I � � I I . I � I � I � I I � I : I I I I I I . I I � I I I � I � I . . . . I � � . I I I I � I I I I � I � . I � � � I I � I � � I / � , I � I � . I . I � I . I i I I . . I . I . 11 � I I � , . I I I . I � � I I I I � . I I " I . . I � � I � I � I I I . I . . I I I . � I � : I � I � . I I . I � I I . � � I I i � I I I � � � I I I . I � I I I : . I I I � . � I I . I I II I I I I I . I I I ; I � I I I . 1. I � I � � . I I " I I I I I I I , I I � I I I , I . . I I I I I " � I � I I . I I I I I � iI I I � � I . � I � . I � I I � I I . I . � � � 4 I , . I I .� I I I . I I I I I I . I - I . : I 1, -1 I I . . � . : � I I I I I I I I . . I I I I � I . . I � I . � . I I I I . � I I I : I I I I I � � I � : I � I I I I . I I � I I I I � : I I . I � � I I I I . . I I � I I 11 I I . . I I � I � . . I I . I � . I I . . � � I . I I I � � I : � I I � I I I I I I I I I � I . I I � I I I . . I I I I I I I I I I I � � � � � . I I . I I � � I I . . I � I I I . I I I I � I I . I . I . I : . I I I � I I I I I � � I � I � I I I I I I I I . I I . I . I I � I I � � I I � ! � � I I I I I I I � � I . . �. I I I I I I � . � I I I . I � .- I I I I I I I I I . � I � I I � I � I I I I I . � I I 11 � . I . I � I I � I . I . I I I , I I . I I I . � I I I � . I I �� I I I � I I I I � . � � . I 1, I I . I � I � I I I I � � I . I . i � I . � I I I I I I I , . . I . , I . I I � I � I � I I I . I I . � � � : I � I � I I � I I � . I . i I I I I . : I . : , � I I I : . � I I I I � I I � . . I I . . I I I , I � I � � � � I . � I I . � I I I , � . � . I I 11 I . . I . � I I I I I � I I I I I � I I I I . . � I . . . . I I � I : I I I I I I I � li . I I I I I � I � . � I � . I I � I � ', I . I . . I : I I I I � I � � � I I . I . , , I I � I I I I � � I I I � I I � I � I I I I I I � I � � . I � I � ! I . � I I � I I I . . I � . I � I , I � I I � . I � I I I I � I I I � I I �� . i I I . I � � , I I I . I . I I I � � I � . i I � I � � � I � I I : I I . I I . I . . I I � I I I I � I . � I I I I I � I I I ! I I I � � I �. I I I I � � I . I � I I I I I I I I . I I � I � I ; I . I I � � I � � I I I : . I I I . , , I . I : . ; � � I I � � I . 1, I I I I . I � I � . � I I I � I , I I I I I " I � I � I. � I I I I . � � I I I I I I I I I I I : ; I � . I � I I I I ,. I I' . I I I : I I I . I . I I - I . I , I I . . I I . I � I I � I I i I I I . I � � . I , -1 � . � � � I � � I . � I I . I . . I � . I I � � . I I . � I � I I I I �, I I - . I . � I � I � � . I ��' I I � . I "I I I I � I � I I . . I I � . I � � � I I . I I . � . 1: 1, . I � I I I : I I � I � I I I I I . I � I . I I I � I I � I "I I � I I � � I I I I � � I I . � I . . I I I : I I I � : I I I I � I I . I I . I i I � � � � � . I I . � I I I I I I I I I I I � I . I : I � � I I I I . I I � I I � � � I I . I � . I � I I � v, I I I . . - I I I I . . - � � I I ' I I I . . I I � I I I � I I I I : i I I � � I � I � I . I �. I I I I , � I I � � I � I � � . i . i � . . I I I . . I I I I .� � � , I I . � I 1 4, 1 1 ! I . � ". � I I I � ) I � I I I I . I I � . I I I I . I I I I � I I I i I I I . I , , I . I I I I I I I *1 I I � 11 : I I � . I I I I � � � . . � I � . , I I . I I � I � I I , ;� I I � � I .� I I , I . , " I � I � � I -'�_ � � " I I � " I . 11 I I . I I I . 1� � - �.. 11 q � � 1. - % , .' � � � . � I 11 i . . I I ;l . I - I I I I I I . � I � I I I I � - 1. I I I , � � I I . I I : . I I � I . . I � I I I . �� I � I . I I 11 . I . � I . � I . . f I � � I i I I I �, I � I I � I � � . I � � I � � . . I I � � I I � I I �' I I I . i I I . � � I I I � . I I . I � � � . � � I I I . I � I I � I � � I I � � I I I I I I I I I . I I I I � I . I I I I I .. . I I I � I I 1 4 1 1 � I , I I I . . I - . I I I � I . � . . I . , ; I I � . I I . � � � I � I � . � I I i - . � . � . I I I . I L 1 I I I I � I � . : I I � I I I , I , I . I I I . I � I I � I 1 I � � I i I I � � i I � � I � � � I � I I i � � . I I � . I I I . I I � � I I I . I . � � � I . I I I . I � � � . I I I I . I � I I 1 1 � . I . � I � I . � � I � I . I � ,. , I � I , I I I I � I I . I . � : I . � t � - . � � . I I � I I � I , . � I " I . I I � � I i � I � ' ," I I � I : � � I . I . " I I I I I I I I I � I � � I . I I I I I 11 I I � I I I . . I I I I . I I � I I I I � I : . I I . I . � � � � � . I .. I I I � . . . I I � I I I � . I I � � ; � ! i I � I � I , � I � � . I � I I � I I � I I I . � I .. I I I I . ! I I . I � I I I I I I � I . I . I I . I I � . � . I . � I I : I I I � I I � I I I . � I I � I I I I � I � . I I I � I I � I I . I . : i . . I � . � I I I � I � . I I � I I I I I . � 0 I . I I � � I � I i � . I I I i . . I I 1 , . I I I : . . � I I I . . ill . � I I I , I , I � I I . I I � I , . I . . I I I I I I I . I I � I . " I I I � . � . I . I , I � � � , I I I I � I I 11 I I I , � I I I � I I I � . I I I I I I , . . I � I � I � . I i 1. � I . : I I . . I � I I I I I I I i j I � 1-1 � I I I I . I 11 . . . � � � I J�l - I � I � . � I I �'f "� , , , - I . I I � I � I I � � � . I . I � . � � I , � I I I I I ,� I � I � , . I � : I ; I . I . .. . . I . � , I- I � I I I I � I 11 :� . I `� - I . I I � . � �"�� '. I I . I . I� . � . I I � . � , I I I I I � I I I I I I . i I � � I I I I � � . I I I : I I � . � I : I I i I I : � � ' � . I I � I I . � i � I , � .. I I . I - � . I � ,. I I I . � I I I I I I I I I . � . I I I '. . I I I I . I I I I I I . I , .. I . I . - I I I � I . I I . � . I � � '�' I I , 1� I I I I I I . I I 1. I . . I I � I I I I I I I I I I . I I . '. I I � I � i I I I I . I � I I � I I � . I � � � I I I , � I I . � I I I I I I I I I I . I . I I I I I . I . I ! I I � I I � . I . I I I ., I I � I � I I I I I I I . I I � I . . I I I I I I I � � I I , I � I I I � I I � � I I I . : I I I I . � I I I � � I � I I I I I I . I I � I I I . I . . I � : . I . � � I I . . I I I . I I , , I I . I I I I I I � � � I I I � I I I . I � � � . � . I � I � I I � � , . I I I � I . I . I I I I I I � � I I .�' : I . I I I 1, 11 N\ I � I I I I . � � I I I . . 6 I . . I 1� . I I I � I . I . , , � I : I � � . � I il I I I I I I I I . . 1� . . � I I . � . . � I I I , 1 1 1 . I I . I I � � I? : I I I - 1. I I I I I � . I I � � I : � , '� I . . I . : I I I � I I I I � "I I I I . I I . . - I I I I I I I � � � I I I I � � I � I I I I I . I I I . I � � . � I � . I I I : � I I I � I I I I I � � � I I I : I . � . I I 1, I I I . I � . r : � � I � I I I 1. I I I � . . � I I . : � I I I I � I � I I I � I � I � I I I I : , � i I I I I I � . I � I I I � � I I I I � . � I . I I , � , I I I I I I � I . I � I I 11 I . . . I . I I I . 1. I : I . I I- I I .� I I , I . . i � I ; . I I I � I . � � � I , I I I " � � I I I . � I I � I 1� I I I I � I , . �: ! � � � . I I I I I - - 1, - - I . I - - %. I I I I � I . . I I , I � � . I I I � I I � I . I � . I I - � I I . I I � I . I I � I � I � . I I I I � I . I I I I . I I I � I I � � I ,. I I , I � � . I I � I . � I I I I - . I - , - � : - I - . I I � � , . I I I . I 11 - � I � . I I . . I I '�) � � I I . � � I I . . I � I I I �)' � ,� � I I � . I � I . I � . I I I � I . � . . � � )� I I I . I I � I � . I 11 I . I I � I I I I I , . � � . . � I I � . I � � I ,:"� . I . . � , . I I I 1�1 . 11 � I I 4 - , I � I I I I � , I I I I � � � ! . I , . . . . I I I I � � � I � I I .1 I I " I I I I I I � I I � I I , I � I I � I '�"' r� , I I , � I I . I I , I I � I I � . � � � . I I � . I �' I I I I � I. I ' , ( I � I I I I I I I � � , . � I I I I I . � I I I I , I . - I I - . I - . r : : I ' I . I � , I I _. , - . �' " - I I � - I - . - - - � . - - � - � _. - - . - : :1 � � I I � . I I I I . I I I � I I I � - I - . I � I � I �� I I I . I � I � I I I I . I . I � I I � I I : I . I I ! . I I . I I . I . . I I � . I I I . . . I .1 � - � I � � I I .. - . 11 . � I I - .. � I I 1. - I I - I I I � I , I I . I I , I , I � . , I I I . , I I I I , . . � �, . I . I I I I I I � . I I I I I - I .1 I 1. I I � I - - � 11 -, . I I - � . T I � . I � I I I I � 11 1, . . I I I � I I I I . lo , I . � I I .1 � .. , I I -1 � 11 .. I I I I - I I I I � . I I I I i � I I � .� - .. � I I � . .1 I I T � I . - � � I . i 1. .11 I I I I I I - I I . . I �' .. � I I . - � 1. i I . I I . I I . , I . I . 11 I I . I , � � � I - . I I I I I I I � I I I � I I � I - . � - - �- - � � 1. 11 I I I . I . I I . � I I I , . � � � � I I I I . I I I I I . I I , i : I I , ' � " I I I I I I I I I � I I I I Ir I I . I I I I I I I � . I . . . o W� o � � ; I , '-, � I I I I . � I I I I I I I � � '�i , I . I I : .1 . I .11 I I . I I I I � I I I . I . I . � � I I I . . I I � . I . . - 11 11 -1 - . I - � I I I ,. � � I I . . � I � . . I � � I .1 I � I I I I � � � � I I I I � � I I I � I � I � � I I I I � � I . I � . I . � , �� 1, I : , � � � I I I , I w , , � I � " ,tr , I � I I I I I � � I � I . � f I i I � � . I I . : I I I . i I I I I , � . I I . I I I I I . I I I I � i I I I � I � I I . ii . 11 � I I I . I � I I � � I I � � I I I I I " . . 11 I I I I . � I I , � I I I I I ! � I . I I j , . � I . I I . . I I � � . � . I . I . . . � I I � I � . I I . � � I I I I I I � I f ' ' I I . I I J I I 11 I I I . � 11 , �' I I I , � I I I I I . , : � I I � I I � I I I I � I I I I � I I I I I � � I . � I I �� I , . I � � I . I -1 I I . : I , I . I � � I I � 1� I ') � .11 I I I I 11 � , � � I . I I I I I - � � . � . I � , � " ' � ; , � I � . I � I I I '� I " k ,l � I I � � � . I I I . j . I . I I I � I .1 " . I I I. I I � I : '% I � I I , �. I I I I 11 I I I � � � � 11 I I I I . � - I . I � � I I - 11 � .1 , I I .. . , I I . . I . . , I -_ . . I � I � I I � - I I I '. . I .1 I I � . I I � I I I I � I I . I � I � I I I I . � I . . I 1, . , � . I I i � � ' I , , I , � I � I I . I I . I I . � I I I I �': . . . I I I . I I I I � I � � . I I � � I I I -----':�� ; , , I � . . I . � " 11 � .1 I , i � . ahvm � 1� � � I - I I I . , . . I I � I - I PROM - I � I I . � an in I swom � on I . I I I I I � I I I I I I I I I I I I � � �� � I � � I � . I I I I ,. ! I I I I ", . I I I I I I : ,- � : .1 � I � I I I I I I I I . � I I � I I I I I I I � I I � I I I I ! I I I I . I I I A I ''I I I � 1� � I I '' �.' I � I .1 � I I � I I I I I � I I . , i I I I � I . . . I I I I 1� I - I � I � . I I I . : I � I I I � � 1. , 1. : BAREPRAWN " I � I � I I I , � � ;'� , : I I I r . I � ., I I I I . I I I � 11 I � '' I I I �' I I I . I 11 �. , I " I I � � I I I � I I � I I I I I . i I I I I � 1: I m . I I I � I . I I . , I I I I .. � . . I I I 11 I I I I � I I � , .1 I � I I I I I 1, . � I I I I I I I I I I � I ; I I � I � � I " I I I . I I I I I I : � � I . I I � I : . I I I � I ! : I I ,. I . 11 . � . I I I � "I I I I I I I . I I . I . I 11 11 . I I I I I I � � iI . I I � I _� I I I . i I I I -, I I I I I I I I I I I � I I , I ; � I I I � �' � I . I � . �l � � I : I . �' I I . I I I I . � � I . I � I � I � . I � I I � , I I I I I I I � I . I I I I I I I � I . I � I I I I I I I I I I I I I I I . I I � I �. I : . I � � I I . I I I � . . I I I I I I . � I � I � I . . I � I I I I � � I � � I . � I , I �. �. � . . I . I I . . I I � I I I � i I . I I � I � . I I � . . � I . . li I � . I . I � I - � I I ) I I I I I I I I .. . I � � � I � � I I I � I I � I I I I I I I I I ! � I � � I � I I I . l � � � 11 1 � I , 1, ll� � I I I I I I � I � I I ' � I I I �� , I . I � � � I � . I . I I I I I I I . I I I � I I � I I I I I I I I I � I � I � � I i, I I I I I I � I � I I I I I I I � � I . .. � I 1. I I 1, !) - I I P- I I . I I I . I I I I I I I I I I , co . 11 I I I : : I I I I : I I I I , � � I I I " � I i� I . � I 1, " . : I . � . - I � ' I I I N I 1: � . I I . I I I I . - - 11 I . I � � . I'� . I I . I ;� _` I : I I � I I I . I � I I I I I . . I 11 : � I � I . . � � I ; � IE .11 I ,� . I . 11 � . � � , � I - I ?, I I . I I . I � ' , I . I I I I � . . --i . 4 - ': � �7 . I I I I I I � I I � I I � I � . . : . I I I I - . �' . I I i � I � . I . I � I I I I I I I , , I I I . � I I � I I I I � I I I - . � I � . I . I . � � I I I . I . . I . � I � .1 ' I . . I I " I � I I I I I : . , I � I - I . I I I . I I . ' I I I I �' � I I I I I I I . i , . I ..'. I . , .- I . , I I I .1, . 'A, -o ! !��� _. I . - ___%-._'.i � I '7 � I � - . � I ' Nl�l � " I , ,. " I I I I I I I � � _. " . I � I I : I , I I � I I I � � I I 11 I I I � I I . I . � I . I � I I I � I - � � I � I � I . I � I � I I I 11 I I I , I I I I � I � I I � I I \ . ' - - - -; %or- ; � - __� � � . I I I I I I . . � 11 I � , , , I I � � I I I I . , � I i I I I I . � .J � I . . 1 � I . I . i , I I . � 11 Y I I I I I . � . � � I I I . � � I . I � I i �� � �, I . I I I - I L . - I :1 I _ . I I I � � -, - .. � - . � � � '' . , t �- - I- - , , � I . � ; I I � . I . � I I I I - ''I . � � I . I : . I I . . I . I - 11 I 11 .. I I I - I � 11 . 11 11 - . . I I I - I � I ". . I I I I I -1 I . I . - I I I I � , � � - I I I . o . I- 11 .4.51 1 � - � �- -1 I � � . �' ' , . � . � I I I I , . � I 11 '' -1 - I - �. I . . � . - I - - I � : ,. ,: , , .... I i . L - I � I � -4W I 11 I I , -1 � ; r : , : I I 11 j - -i I .� � . � , " � 1. . - � r I . I ' 1. . I I I � f , I ; I 1* .&I � , , . .- . - � � I . I ., I - . I �. . , � I , - . - I- - I - - - � . _. . - I I .. I � I - . � 11 1. I - I- � I . I 11 .1 . 1. I 11 I I I I ". . I . .� .1 - - 1. I -1 I - � . - I _1 � I I 1. I ... I I . 1. I . .1 . 1. ,� P. � I . � .1. "..' I- I � I I I'll . I . I I . - - . . � I - I � ,- I 1 '5. - I I I - . , I .. I 11 I I . I I 11 . - r I .71 I - - � I .1 I ,. �. - . I . .. I . 11 I . I . � I . I I � � ; ���. I I I I I I 1. I I . � I I I , � � I � � . � I I i I � .": , I I I , I I �' I I I � I � � � 67 0 1 1 1 _7__=:'_ - 11 'I I I L- . I 1. I . I . - , I � 11 I I . I , � , , I r so � � I 11 � ,� �l I � I . � I � I � I r I , � , � , I ! I I �' "!, I I I : I I I � I I . 1. I 1 I . I I I I , I � � I I � I I 11 I I 11 1. I � 11 "I I A � I I . ! I I � I '. � �. " I I I I � , . I I I I � r . I � I I L � I L I I �T I I I I ."I I . I I � � 19 . L ,� I I I I I I I I I I � I I ,I I . I I I � I � i . I I ,� I � I I I I I I � I : � : I I I I I I I . . . I I I I I � . � I I . I � . � I � � I I I I I 1� I I � � I L I I ;. . . I I . 11 . I I � I ' I .pl � � I I I I I � �_ � I ":' --, .� .1 I I I � I � : � � . � I � I �' I . . I I . ! I � � I � I I I I I � L I I I . ll� . I . � I I I i , . I I I I I I I I � . . � I � I . I I I i I . � I . I I : I I I I I I I � I , i . � I � I 11 � � I .1 � . 11 I I I 11 . I , , I I I � " . . . I I I I I I I � � I I I ; I I I I I I '' I (I . I J ." I : � I 11 . - � I I � : � � I . I `�' � I I I � , , I I I � . I . I I I � , I I I - I � � 7-�' ma_ � � - � I . i I � I I .1 I . I I I . I . ; I 11 1. I I T . , . '�" I I I , 1 � I I � I I I . I . .1 � I I , I I I � I , I � I I I " I I . I . I I . I I I I I I 11 11 � I � , I , � Ir I " - �. I 41 I , I - I C . . I I I I : i I I I I I , "� I I I I i I . I , � � � I I I I I I I � I I � � . �� 11 I � I I I I I I I I " I . %o , . I I . � 6 11 . � I I ��' , � L I I I I � I I � I I �� I ; I . . I I �' I I � ,� I I � !) � I . . I I � � I . r I I , I I I I I I I I � I I I I I I I I I I I : I I . I � I � � � I . . I . . I I I I � I I I I � I . I I - I . 1 16 ved" , _1 ei"" , I � I 1, I ; . . I I I � � .�i I : .1 � . I I . � I I I . � � I ; I �- � � i � I � I I ! I I I " I �� I . .. . I . . I � . I . I I I I I I . r " I � I � I . , � I I I 11 I � : I � I I I � I 'I, I . ! I I I . I � I � � I I I . . I I I 11 I I I I I I I . ,I � I � I I : � . : I I � . .1 . I � I I . I 1. , . I � � � � " r I I � I I . I I I � :' - ' I I i � �� 11 � I � � � . � I I � I � I � I I � I I I -1 I I I , I � I I I I I � I I I I I . I I I � I i i . I I I I I I � I I I 11 I . � 11 i I I : I ; I I I I I I : I I � i . . I I ., I I I I I �, I I � . I . I � � � , , . I I : I I I I � � � I � . : I . . I . I I ,,, . � I I .. I'll ..." I , r � 11 I I � I . � : I :1 . � � � I � I I � i 11 I I I I I I I r I I I I I . I � I i � I I I I I I , 7 I I . . I I i�. I "I � . � � :: I I I � . I I I I I I � . I I I . . I w moo m I . � I I I . I I I I r I I � I I I . � � I � I �. I I . . I I I I � : . . I I . I I � I .1 I I I I L I : � , I I I I � . I I 11 I I I I I I . I � I I . I I I I I I . I I I � . I � I I I I I '' . � I I , I I I � I �55U [ : :. � 11 I 51 �__ I I ."_ ! GALLON VERTICAL :' � �� I I I ll : � I � � I . I . I I � . I I . __ . - _ __ _ - - � - I - - _" - ''-- . __ ___ - , - -- , - r , - L I . I � � - � - I �.. � �. � I � _ - -- 7- i- I I- � - __ i - 1 I I I - � -1 � � - � I - � I � -1 - � I L _ - - I � � � � � 11 � I � � . � � - ___ - - . __ - - I - I '_ ,- _ - - - , � - � __ - - I I I I I I I . I I- - I - - I- - - � - - � � --- i __ � - - - ; �� _ - I I � � . � � � � - __ I I I � .1 - � __ - - I I -, '_ _:, �. � __ - - - Z_ - T_ - I ) . � 11 � I I : '� I I -1 _ - _ � 11 , - __ � - I I .- I I � �. 11 � miftnow I - ' I - .- ___ r-.__,_ _.. _ � � _ _ _ -_ I- I I � � -1 . � � .. - I � I � _ I . _ . � . _ . I __ - I - __ - -_ - 11 - - - -_ - -_ -_ - - ,- - - - __ � - . 11 -_ - - ___ --- - _: I - : - - � -1 - I I I . . I i � NK I ,- I-- I � . I I—. J�� I I I I . . I - , � . � � . �. - � I - - --- - - .- - -''- - - - -_ I I I I � � � I - - . - _ - I � � -1 1. L - I � � - -_ I � - -_ - _. � - - - - - - 7 -_ --- 1-1 _____ --- -_ - . I I I I . I I � I '. I I � � .. I I I I I I I � . . . I : I � . I � � I I I I ' I . : I r I , , I I I I � I , � I r - I r 5 - ., , , � � I . I I I I I % I � 174092.3 - 13 � I I � I I I I � I I I I I I I , I . I � I I I � . I , � I I I I I I � I , � I I , � I , � I I 11 . . � I I . I I : I � I . i I I I � i 11 r � % . �� I . I ,� I I . � � I,' , , I �. " � Im"Lin-_ I . I I im __'. I I I I I I I I I I . -- , I � � I � I I I I � I I I . I ! 1, I I I I i � , 1. li I . I I . 1 I '� I 4 r: I �. I , I I I I I I I . '' . I I I *L � ,,, I � I I., � I � I 1. ''i I - I I . � I I I I I I I I I I 1: I I " I I I I � . � � � � I 1, � , ,�� I � I I - � � L. I - - - - - I I � � I ! �" "I . ''. - - .- 11 � - I . . I ''�. , . I � I � � � � 1� � I � � I � . � I � - - . - - __ - - - - - I __ - - - - - I I I __ - - i � 11 � � I I r I I I r .: , '' . L . _', r I I IL I I I � . I � � I . � I .1 I I � I . I � � . 11 I I . � . � . I . I __ - - '_ - - � - I - - __ -1 - - - I - I - I - � - - - - .- I I -1 - -_ , 7 I � - - - - - I- - __ .- __ - - - - - - I - . I I- � _1 " I - -1 - I � - . - , ,- . I I - - - i � -1 - � I - - -_ I . I I I I � � � I 1� . . ; � " � � � � . - -_ - � � . � � - �_ - ,. �' -11 - - I . - 4 i � i � I : 1, i I I . . I I I 11 i . . I � I . , I I . I I F i I � I � � I � . I . � � I I . I � I . � � I ' I � I I � . . � )l . I I � I � %� I 11 I I I I . .1 � .. j, 11 I : I � I I f i � I I I � I I : I � " I . � I ct , I I I I � � I � I �' I I I 1 I r � , ' I I 6 � � I I . I I I I I I ,�� I I I � . .� . i . . I . I I i I : I . I . � 11 I I I , . I I " I I : � . . I � I , . . : � I I I I . I . � I I � I I I I I I I I I � I I � .1 11 I " , I I I I I I - li I I . 14�,-��ll,"-Itl-"�'�-,"�,�-,�'-to",",��-�,-, -=�'- rt�'��" 'n'�- - -- � -'�!'-�-"-_ ,�e�z�,�",��,-�-,,;,-�!"t"-.,.,,--�-r.,.!,;, '_ I I ' : I � I � I - ` _,_�"'_-�- ,. �� . . I I !:' � I � I - �� �'�'_�'i --"t-�,,��-��,-�'!��--,,�,--=-'� -- --� , � � . '_' , � L� �_. I I ' r , ' ' , I I "' " "- '1! ,, : , , I � ' ., I . I i - � ..' I., ; I 1. � I .. � � :��' I I i , " I , , : I � . I � I I � I . '�. , ' 1 , I i I I' I 1 I � . , I I I � I , I 'I � I I I , , i , � , I � , , , . � � . L . i , 1 _-o_- -, - �� - - . I . " I �: 4 i I I I I I i �, , , � I I I : , � , I ; 'T'_ : : � � � 6t - , I � I � I I I I . I � . I I I 0 I I , I �, I I . I . �. 1. I I I L I I I r ,: " � � 1, I J, � � I li � I � . I I I _'7- li I I I , I I , , , :1 I , I � 1� � - �'- 0 � � , I � I . I Ill .�� 1.61�� 1 .: I I : , I ; L__ , I I I I � ,� , � , , � , � ik, �, I � I � I � . � : , I �, i , �. -� � I I 1. 4 1 �, � I' ' , � � I , 1, !i:'�� I : I � . . I . ! . " � i'l I ' I : � �' . I � I . ; � I (1�1 I i . � I I I ; t I I � I I 11 , I . I I . I , I � I , -'� ... I I I . I ' I � , , , I I � . " I : , I . I � I I " I � I � � � I I I I I I I I .I � I , I I � I : '� � . j ! I I % � I r I � � I . � � - I I , I I'� I � I I I � I I I I I I . . , . � , � I 4' �l I ' � 'i. I �, '01 I I I I � ': -1 � . , � � 0 . I : ' I ' . � - I � I : , I I & I . - �, , � ' � I 11 I , I I I i : I i lk I � � � I i ' ! i'; . I " I � I '11, I � I � I 1. :� . N I � i, I 011 I 'I , I I r , I ' � � I . � 1 21, 1 . : , I ''I �l . . I I., � f'!, ,� I , � � I I . I I � ,� ' ' I I I , I I � I I � . ". � 1, I ' O� � : I � I I I . I I � I "I � � I � I I , I - I'll . - I � I i I I %�'v'�� "_11, I I - I � � � I 1�1 o3b I I I f . I . I � I '�,�, , � r I I . 1 4 �' " - I i . ... . , I I I I � ' " lrl : 'a r I "I I . , � , ;l I � i I I � ", I : I � : �'� III' , ! I I � , ' I I I I I . � . I I "I v . ` . 11 I 11 " I I I 30 I I I i I ' , . I . � - � � , I 1.1'ii � � -, �i :" I I I � , : :� � " I I I I I � � , . �� � " � I I I , '� 11 , I I � � . I � ! M,�' D, " I I . I I . . I- I : � I I I I � I I : I I 1� I . � � I I I I I . I ,� , � � I � I I , I � ' C�lll �' � " , I � I � I � . � I I I 11 '�' I .. . I I I ' ' I 1� I I . � . I I I I I I I I . I �� i � I I . I " I I I . . "� , ,' , � , � I . I I I � . .' I I �. � I I I � � I � I I . I I I , I I � I I I I I � I I � � . I . � I I � I I I I � I . I I � � I I , � , I � . : :'' ! I I I " I I � � I . . . � I I I � ; I I . , I �� � I I I I I I I I I �' I I 16 '1_1�1� , I , I I I I., � I � I � I : � � I r, I .11 . .- I .. I I I I I � I I I I I : I . " I ; I I '� , � . I I '.)i I I . � V� I � I . � . I ;" 1 , , � I I . , I " I " . " I I I r � , � I . . : I I I "I I , I 11 � � : , , � � , " � 1, � I I I 11 , � � : I 1� : I I " I I I I 1 I., , I I I I I . . I � I , ! . I I ,� I � I � 11 I � . I I ' � I r i � I I , I I I I I I I " I I I I . I I I . . W , I ,- , � 1: I I I I I . I I I I . I I I I i I � ! I i � 11 I � - I I I I I " I � : i I I . 11 r I I I . . I I I � I � I I � , 1. � . � ! � , v . I I r 11 . I I , , I I I � I I I � � : I I � I I I I I �'-' 'f i . I . � , I i . I . I I I I I I I I I . I I � I I . I . I , . , , : I I I I � 1, '. I) �� I I � � I : I I I I. �' � I I � . ,� � I 1� I , . I , " 1. I ,: I � I I " , I : , Y I I , ,-, , . . 1. " I , I 11 � I � I ,� :!, � I I I I I 1 4 , , � I I . I , I � � 41� 1 1 1 . I : "��' I .1 '� I � . I . I I I I I I 1. I I "! . I I . . � � . I., . � I � I I � . I I I I r I : � I �; �, I I �. I . I � � I I I I 11 I " , � , ��,, I I r , � I , � I I I I . -i'", I . . ; I I . . I I I 1, : I I . ill , , , 11 I � ; I I . . I I I . I '' : I � ,. , '�� I I I I 4 1 . . i " . I � � . . I I . 11 I I . I I I . �) I I I I � I I I I I I I . I I r I " , f � � , . � � I , I , , ,� I I I . . . �' 1� I r I I I I I I I I I I . � : I . I I . , I � I I I I " i I I � . I . I I e I I : ,,, � I I I I I I I . I I I � I I I � � I � � � � I I i I � � I I 1. � I : I I I I I ) I I I I .. 41, . I 0 I I ,� I I I I I 0 . I � 1 � . � I � I I I � I I I J I I I � ' 4 " � I . � ., ) . I ,� i I I � I I ,� � I , I I 't �' � I �' , . �. I I . I I I I � . � I I I I 1� I ,: I L . . I . I I : ,� � , '' 11 I I , I � I .1 I I I I "� I I � I I I I I I I I � I I I I I I I � � I I 1. � . I � � I I . I I I I : I I I , , , � 1 1 1 � " I I � . I I I I � � � , I I 11 I I r I , ,r . I I . I . I I I I I I I 11 � I I � - : I 1, I � I I . r . I I I I I I I I I I I I I I I I I I : . I I I , : 1 1� , I I " � � , � I I I I , : 1, I : I . I I I I I'll -k �" 4 1 1 � '� . , I �'� � � � . I I I � , , , I r I I � I I . I . I � �' � . � I 11 I I . ' I I I I � i I � I : I : I � I I I I . I 11 I � - I . . � I I � , � I I I . I , �) I I (I ' : ��I. , , �. � I . I I I I ,i I I . I r I I , " . . � r � I I . I I I . , , I � I I � I I I � I I . I . � . I "I . I ,. I I I I 11 I . � I I . I . � � � , I . �) - '_ 41, I i � � I I � 11 I 1 �4 1 I , " ,� r I 11 . Y I 11 11, - 41, � , h� I . I . , I ' I ,� , � , . I .1 � �� , � I I I I I I . 1 , � I I ' 11:1 I I I I I I 1� ,� I � . I I I � ; I � . I . � � . � I � I . 1 � . I . I I 1; " � I , I j � 1 L � 11, I 11 � I I . I I I . . I I , � I I � I I I � 1 , I I . I I I : : "4) � I I I I I I . I I I , ') , . I � I , 11 1� � I I , , , Ir- 'i 1, : � , : " I �' I I I I I I � . , , 1; � � I : I � I I , ; I I �; I " I � : , I 4 ,� . � I , I I � � �' " ' .1, , I '� I I I � I . . I 4 1, I , I , I I I I I I , I � . I I I I I I . . � I . I I - . � . j� � : -�l� 4 , . : I I I � " I I I I I � I I .' I . I 1 I . I . . I �� . I . I � I : : I I " � '' I I I 1, I , , I :'; I � � .1 � I _r " � I I 11 � _ , " J� � , ,; 1. , " ' I . � - 1: � � 1. �'� �: , � , . 1 "I I � � , I I I � ,. . � I '� I 1� : 11 I � . � I �' 1, � � � 1, - .' 1-1 "-'�' , 111.11, i . . I . � I � 1, I r I , _:'1-'4-'-- '- �"--4;�- " . I I I I . I , I I , , I I I I 1� � I i ! , , " I 11 � , I I � . I I " .1 : , I I I I � , I 11 I � i � I I � �' I , I , . � I . I � : I I I � . � � I I ' I � ! I I I I i I � I I I � I I . � '' I I !I I , , I I I I I I ; I I "; I I I , I .11 I � . , � �) � , � I . : I . I " I I I � I � : I I I I I � , I . I I � � I I I . I I I I � . I , I r I I , I r I I I � f � I I � � I r . , I I I , " I I � . I . I I I . I I � I I I � � � I I I . . � , I : � I I I I I . I I . . I . I . I I I , I � . I , I � r� . � I I : I � I I �' I I . � I I � � ! �� I � I I � � I I I I : I � , � I . I . " I I : " I I I I � I i , r� I 11 . , � I I I I I " ; � . 11 11 I I I I I I 11 I � . I I � . I � �. I I I I I .1 I I I " � t I . . I I � I I � I I � I � I I . I I I I � . I I , I - I I I I . . I � I I � 11 ,.; . . . . � � . I I I I : . I I I I . I � . I � I I I . � I I I I I I I ,� � . I I � . � I I I I . I I I I .1 I . I � I I � I � I � I I , I I I I I . I I " ! . � I . . . I I I , � - . � .1 I I I . ,r I . I � I . I I I I I I I : I I I I I I I , : f! I I I I I . . . I : I I I I I I I I I I I I , � I I I � ,� � .. . I . I I � I � � I I � I � I I I I � I I I I I � I I . I . � � : I � I I � I : . � I � . I . . I � � I I I I I . . � I I I .. I � I I I I I I � I I I -1 I � . � r o . ! I I I . � I I I 1 1 I I � I � I . I I I � . . I I . � I I . : I . � . 11 I 1, I � � I ! I I I 1-1 � I r r :'j I � ,� I , I 1. Q'j; 'W I I I i I I r I 1, I 1, I I " , I I 1, � I � I I I � I I r L . 1: I , , , . � I � I I , - . �' I I . ; I �; I I I . �.' I � I I I I , r I � 1, '� '' . � ; , , I I 1, I I I I I i I I I I11 '' " . � I I I I 11 " , - '� , . ., . � , _� , , ,. . -1 - � . I . I . : : I . I � 11, I I , , � I I , I I � 1, I I I I I 11 � I I I I I I I I � � . � I I I . I I . . : I I I I I � 1, I � � I , �, � . I I I I � � , I i I I I I . � � . I I I � I I i I 11 , , � I I I . I I � � � . ; , I . I I : I ,. I I � ' � � I I I . I I I i I � I , I 11 I I I � I I . I i I � - , - ;" � . - . __ " . " . _-, , � ___�� - I I �' 1. I - . I I I . I I � r � I . I r L , . � � I I 11 . I 11 I : I . I . I I I . � I I I I . I L: I � 11 I . I � I . I I I I � � I I I I I I � � I I � � . I I I I , I ! I I I I � 1. I I i : � i � L I I I I I � I I i � I � I I I I . I I . . I � L I I I I , I I � I � I 1, I I I I I . I I . I I I I � I I I I I I I I I . I . I 1 4 � I I I . . I , I I I I I I I I . I I I I � � I I I I j I I � I � I r � . I I I I . I I I : I . I . � I I . . I I I I . I � I I I . � I I I . I � , � r I . I . I . I I . I I I I � . I I I , I I ' : "I - .. � ., . . :; ��j . - ,, , - -- r- ,,, j, '� 11 ''... �' _ - .� - ."", ..��. ", , - I .1 � - �' .1.111 r-�. 11 l-, I . 1-11 .1.111, 1- I I .11 - - .1 . ...... L", ll-'-- " . .. 1. , - I - I .. '' - I'll. 11, . 1-- I lrl, I . i : I I . � I . r I 1. I I , � I I � . I I . I � r , I I I I I I I I � I � I I . I . I � I I r I . I � I � I � I I � I . I I I � � . , . � I I . � I � I . I I . I � I I I I r I I I I � I I � I I I I I � I � ., . � � . 1, � I I � I I I r I I . I I � I � I I ) I I I I � I I .� I , I I I I I I � L I I I I � I , I , I . I I I I � I I I . I I I I I I . I I I I I � . . '' , I . I . I I I I I . 11 I I ,� I I � I I I . . I , I � � I I . . : I � :1 I I I . : , : I j I I I I r I � I I I I I I I I I I I I I I I . I � I , � � . . : i I I I �, I I � . I � I . I I I I � . I � I I I I � I , . � I I , I I � I I I , I I . I I 1 . I . � . � I I � � . . I I � I I I I I , � I I I , I I � � I ! 11 r I . I / I I I � I � , I I I � . I I I I . I I L I : I I ,. . I . I I . I . I � I I � I I I � . . . � � I , � I . � I I I � I � � I , I I � . I I ! I � , I I I . I I � I I I � I I � I I I I I I I I I I '' I �, , I I 11 , I � I I I � I I I I . I I I I I . I . I I � I I . I I I I I I I � I I � I I I .� I . i I I I , .1 I � � I � I I I I ' I I � I I I I I - � I I : _ , I . I . I I : I ' I �il_ � 1-111 , " " __ __ " -11 11 1. .111.1 I I 11 11 . 4' . _1 "., " � . I � I � I .r I .11, I 11 .4, - I I - � I � ,. . - , � I I I , . . .1 I 1. 1 - 1, -.111 I..". . , �� --11r.11, I— 111-11 1. I I 1. I... I I r " I ,�:� _t- - - _1.1 - � �' .1 � � - '-1--- . '�'' I I 11 I I � 1� 1. - .1 1. ,,, 1, t -11-1. "_" 11 I - I � - �� ,� - - - I 11 '' I .11 1-11. I 11-1-1 . 1, .1 . � 11 -1- I., I I-— - -1.111, __ �. ' - _ - , . � - , 1.11 ... 1. . , -Ir' __ , ,. , - 1� ;,"I'll I., . � '. . . I ' ': I .".'.... " . , I __ I _ � I .. ' '. 1.1 . I I I � � �: , 1, . r � L� .1. _� � 1.� 11 - "�. I 11 '. 1. I I'! I- r.- : -F" - ". � . r I I I I � I . i I I I I � I � I . I I I I I I I � � � I � � I I I I t I I I I .. . � I �.. � . I � . .1 .11 I I I I I . I- � I I 11 1. - .I I � . .. � � . - - I I . I I � I I I � I � I . I , r I I . I I I � � I � I I 11 ,� 11 I � � I � , . ,�� . , . �, � 11 � I � : I I I k' I I I I I . � � I . I . I I I I 1. I I I I � I I I I I I ! I I I I . � I . �' . : I I I I I � � I I r : '4 I . I I . I I � . I 1� . I , : � , . . I I I � I ,; I � I I I I I I 1 4 , ,� -1.4 I I � 11 . . . 11-111 , ��"� , , - '' , - .: �, "..' 1. I .1 � 1_1 � ...' . -1 .� - I I 11 - 1� .,. _ _ is ,� `�` _ ,. _ _ R, _ _ .,.:� i. - -� 1; .: _T — — _ _ _ ,_ � '_ Cn1co ;WOO r}}a u �a } ocumentation nPermit Authoz. .Mart Runnelle u Y 9 Energy Calculation services 1907 Mangrove r, . : Suite :B klan'�i ec a e Chico 'CA 9$946 3 S 94-66 0 8 4: e : 0 Climate Zone ,11 _ MICROPA96 v6,00 Pi1e 011518 N h-CTZ 1392 Program -PORN CF_ lAUser: v 11._MP3333 Vaer .Ener9Y Calculation Servic gun -2050 SP.Res. Submiaa 1 t?ENESTRATION U f: <, : , 1 �' 1 n Formic t ' a n Check ato r e e c a r s: ..�; . _ �-, Y ram -FORM: P-1 • _ M R u. r MP2 N 333 Uae z Bn C Run og - a 'cola c t ion''8e r9Y, _ rvic 8 2 50 SP' 1 Ra s eubm to iC 1 I. r I�na x6:00 for Are_a, U. Interior Rxterio r /ComoliaisonMthod...:.'MIC4OPA96 t Exce t on: one ctr c i i N le Taal. n pilot,light h l cocking appliances P 9 8 PD. nca s 7. pp _ _: _ w < SO Btn hr with - h pilot ) P / r ti ,_ ,, _' , COM PL IAN CB S1 A TEME Lt.l. Energy Serviced 'Celcu tort r9Y la i 90 a M n - v 7 rove. A onus , Suite 4 r its E 1 r ,. _ .959 ,. _ Desi 8 nlozce ' -. 91► .. .. '. •,. _a.' ._.._ _ <. wr .awns' 1 LIGHTING MBAstAt OHTI 69 - ': .� Th erti E < is, at e e! _. e - compliance 1 iance. Hats P the:b' wild S n ! a tato nc ro if 9 sand. ie e at rfo a e P rm n� ioa :n Bede d .._..,._._.. .:_ ._.... ":CC :COIIIn1V: ViFh'T{,•9n_v nuc.-: .. __�.. _ ... ... 1Chico,` CA a6 530. 8 94 8 6: 46 Clima e:r _ t : Tone. „ • 1 , r 1 _. .__..... -_ ... .- e _ �omP' Orientatioa CaE) ValueC Kadin9 Shading Pine 1 ' MICR0 AB6v6.00 File0i151s WCh-CTZ11892 ProzamFORM CF 1R MP 333User-Energy Calaulatio Serya Runc250 9F:Re9. Su mitial Window Front _ fH) 30.a 0.410 0.4i0 9tand rd Standa.d _he_n. NoneVaer 1, �-J - .:. tHW indow dow _Front Front f ) la00410 tN) 168.0 0410 Sta dard eta dard St None ' Nona - N U1 GENERAL INRMTION :Window LeEt ( N)i 10 0100,410'9tandard 4 0.410 0.430BC, dard Standard Nona, : ndow Le£t IN1 a4 41 0 . .0 _ O SCan'dasd'. .0.-; Standard d r ne " Conditioned Floor Area. 2650 of Window LOEt . tN150oa tnda a A S rd Standand None _L _ s. single 1e PamilYDetached Window Window Back 2:0 lEY 18 -0410 .410 9C dard 0an Standard `1 Standard Nona Non" Construction Type New Window sack Back (81 1 l8i � 00.420 0910 0. 410 Standard .. Standard, Standard Won ' t FDwel nita. Frod Facin9470 de9N1 o!DwellingUii1 Window Wind w sack Back . t61 :8 900 32.0 040 o,10Number .4ao 41 Standard 0,4100.410 8ta Stndrd atan d 'No None - None E Q storto .... i W sack fE eo,0,41 ."'. 1 04 O tandard ndrd rd Standard You. r Construction utge Raiceded Floor, Glazing Pere.. 16:8�oE£lo ra area Windo nd wsack (B24: 0:i2 41 t nd rd 0 0OAvera 9tIndazd' Yee0 u.n-)Boiding CenCa:- a Glazing U aloe.::044 Btu hr.» eEF Window B ack f S 0 0.41Stndard 0100'Yes, 9tandaar ' Yea f�» ra O Glazing BKrC...c..044 Back lBa ao o.6S .66Stadard 0 0. 3CndrdAve Avei a Celin9Kei9ht... 9 6 Et -ii dow Left, NE 1a.a o.416o4to9Ca Standard Standard Yesra " Window Window Back Back_ ( 360 SO) d.420 0.410standard 0. 410_0430 9tandazd 9 andard Standard Yes YeaBUI ING SHELL INSULATION Door Sack .'0 S3 1 '.4 0.6500.660`Standard Standard Yes � L' -v Co_•emblY CavitY_Sheathing h n4 TOCal h _. Frae -value -value UYalu0:Location Commen e e R RaR Window D r sack Right .0 8 a t ) Sr 20:0 o', 41 0 0. 0 S anderd 0:650 0.680Stdards Standard: ald' standard Yese os , _onent Pe y.ue -. Window, Right . 3 a 0410 43o Standard. standard ard: Yee :o Wall na R i9 Rn/a R19 0..0 5PLANFRONT.LB . r_ ,a r , BACK BACK LEFT 'RGIQNr- TO :GABG 8 KNEE WALL n a R0 a R 0 0 330 EN3RY BACK TO GARAGE. BRu me tTYPe t Minimum,m Efficiency HVAC SYSTEMS a. t Duce Tested Duct A T e r oetat -Du Lo e1oe $.va ue aLeakage Manual, D TYPe --- 1 vIRn --. ir L , _ - , » . SD 0 1 :ATTI C VA tltlr R 0 ' R a R-30- 0. 3 TO n a 3 n / / G e a 0.000 AFUB A R 4 .2 ti Attic No No 9etb6ok �.` _ , _ » R- .'gloor n R. 9: R n a R 9 0:037; ISED'IFL00 a 3 C A S i 1 t P , 3 00: 1 SEER, ER ACCic R -4.2 'No NO Setback 1.1..1. WATER R (ETING9SIS9O6BSATION a a : :. ve 0 � Numbs r Tank 2 n Eternal % � O c(i .- , ....Area U n aro r Interior C4xt i ' I t r or Kan 9 ! � -1 n E viae Energy rgY IneulaCion V w. : oriontat h 1 Orientation Window Front t W 1 Value 8 G LS sh adin e£l".Val K C _.9 9 Fi n s' e None' n 8, D e System Tank a : Keatez Dist!: TYP . Y _ TYa TYp_ FACCCY all. all f Ag R value'- R n a U ... : w (Storagea as standarddard 1,. 6' s 0 dd Standard 10 Standard ndaaz 12 .0 0.410 rd 0...-4 Window Ptont: W) 80 0:430O,.10 Standard Standard ,� Yee Yea N , Window FronttW ., Window Front 1200oto Standard' .410_0.4 0 standard 8 ana rd 8:43Ni ) Yes . , REMARKS, .. PronC-lW 0 4 0 0:410 standard standard Yes (indow Proat W tf - rd Standard 3 0 . 0 0.4 10 10 : Stand and Yes -. _ . Window Front t :0:4 : 12. 0 0.A100.43o Standard Standard 1 _ r _ window Prone w a0o:4aoa410SCandard 9 Bard,. Yee : (DoFront 10.0 0. 50 0,600' standard standard 1 Standard So Yes R: e V ta o S : ,. � Window Front os ii 4,0 0:9200:410.Stanlard _ as o.42o o '9tand Standard Standard 410 YeeWi , w Front , 1a:o o.alo 0.41o,st ndard., standard . NoWinde I � , , . ..,. ii. x...«nxp. i sem. ....:w.n.n• i+ a..��.� r, r,_�r,r..�. ......1a ,h - - �1 ' y ...-.�:.:n�. •..••ice_:, UJ I U r MANDA TOR Y M EA9 UR38 CNBC KL IST ' _ s RESI D P.lR'1AL tMND Y ME. _ _ � Pa ATOR 1StT[tES CNSCKLISTi 'nI38IbICiTIAL P• s '� Page 7 I R 9 MP CERT FICA I TE OF CO MPL I ANC81 RBG ID ENTI AL _Pae `NAND , _ Proe c t Ti t e :. 1..:. The MaCCar Residence n • _MF_1R _ , .. Project, t ... ..... The Ctera Residence Title Ma id• ca i s De t Da • • .Oti 07 t 9 0 .Ob 07 01 r / 1 15:34side 8 4 23n / 3 3 s23 L sce _ 9 3 P ro ec CT ..... s ThMatter." tRe » CMR R ATO 'Pro R Y MEASURt:9 _ CitEC KLIST i 64 - R . IDBNTIAU . Fa e 1 9 - : MF 1R ' .. _ M I 0 CR ?A96' v - 6 .QO Fil• O 1151 S Wth CTZ1199a P _ A96 vC 00 ila 0 1515 'WC MICROP F 1 h CTZ11992 Pr "r Fit1RM" D t A 0..06 7 O 011Ss 34 / r23 M IC ROP _:: A96 V 6 00 Pi le 0 1i Project Pco c � a t Title,..,:. The Address. r 39'... ., Matter t7 Residence,, ccar e a Re 1 nce Data..06/07/0% S : « 3 s34 23` **4**i* : f: <, : , 1 �' 1 n Formic t ' a n Check ato r e e c a r s: ..�; . _ �-, Y ram -FORM: P-1 • _ M R u. r MP2 N 333 Uae z Bn C Run og - a 'cola c t ion''8e r9Y, _ rvic 8 2 50 SP' 1 Ra s eubm to iC 1 , _ o An- MF -1R V r P_3 Bae o Szvia" 04q se _. 33, Vaer Cal lata S N M Cu n Rua 2850 F .. _ r9Y ,: 8 ,Ree... SubmitCai - 51S WCh-C TZ11 892_ - P ro a Use m FO r RM q MP 9z CF_.,R 1 33 ' U e . er en e Cal' Cola Ci _ t9Y on se ry is Ruh _ � a eso s F.Rea._ Submit 1 co _ i x6.0 0 pocument Documentation Cion 'A C uhr .,M 4rC Ru ►. Y. ells - _ _ ,. , SPACE CO ND IT20N I _ NG WATER r NEATIN(3' AND . PL B UMI NG SYS TEM- MB11StJRBS' t Exce t on: one ctr c i i N le Taal. n pilot,light h l cocking appliances P 9 8 PD. nca s 7. pp _ _: _ w < SO Btn hr with - h pilot ) P / r ti ,_ ,, _' , COM PL IAN CB S1 A TEME Lt.l. Energy Serviced 'Celcu tort r9Y la i 90 a M n - v 7 rove. A onus , Suite 4 r its E 1 r ,. _ .959 ,. _ Desi 8 nlozce ' -. 91► .. .. '. •,. _a.' ._.._ _ <. wr .awns' 1 LIGHTING MBAstAt OHTI 69 - ': .� Th erti E < is, at e e! _. e - compliance 1 iance. Hats P the:b' wild S n ! a tato nc ro if 9 sand. ie e at rfo a e P rm n� ioa :n Bede d .._..,._._.. .:_ ._.... ":CC :COIIIn1V: ViFh'T{,•9n_v nuc.-: .. __�.. _ ... ... 1Chico,` CA a6 530. 8 94 8 6: 46 Clima e:r _ t : Tone. „ • 1 , r 1 _. .__..... -_ ... .- e _ • °o , t r co t • 1 • , ' m cs— , :�` rN �U r Ln �J 4� O O 0 m Lo U Ln 1Zevlstons; t LU i • °o , t r co t • 1 • , E °o co O ' m cs— , :�` rN �U r Ln �J 4� O O 0 m Lo U Ln 1Zevlstons; LU LU 1.� , i� 71�