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017-300-027
NOTES �' `_ RESIDENTIAL PERMIT NO. _ 017-300-027 04-3599 _ KESTERSON, MARK & DEBI I )-� EAGLE NEST DR, CHICO r ..�- ll� ��� d� Y Cont: OWNER i NSF/GARAGE/COV PRCH/DECKe7C, , 3�23(c6 d ' 4 SPECIAL CONDITIONS CHECKED ZSRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS i VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSFNG LETTER JOB FINALED (Date) Signature J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDE FLOOR (Plans) OK except #'s .1. i g -Setbacks -Easements -Flood -Slope 48. , Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 49. tg rage; Soils-Steel-Elec. Gm .- V/" Ftg. Depth 50. orches & Decks; Soils -Steel-/ " Ftg. Depth 51. m Ils, Main; Steel-Blockouts-Wrapped 52. mwalls, Garage; Steel -Blockouts-Wrapped 69"Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date1-7,L 0? Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21, Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 71. Fireplace or Stove, Clearance -Hearth Date 72. Card B-1 Date Card B-1 Date 73. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 24. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 25. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 26. Size Boxes & No. of Conductors Stapled Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 27. Romex Installed Close to Edge of Studs & C.J. Plb.; Elec. & Mech. Equip. Listed for Location 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI Guard Rails & Deck Construction -Post Caps 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes ❑ No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 32. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor ❑ Yes 33. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive D Yes O No/Walks O Yes O No/Planters ❑ Yes ❑ No 34. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 35. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 86. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 89. 36. A.C. Ducts Insulation & Support 90. 37. Vent Fan, Exhaust above insulation 91. 38. Condensate Drain & Overflow, Size & Grade 92. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 93. 40. Attic Access & Platform if Furnace in Attic Date Energy Compliance Certificate -Other Certificates Card B-1 Date Card B-1 Date Address Posted Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Comments at Final: 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties orType AFlue-Firep lace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive D Yes O No/Walks O Yes O No/Planters ❑ Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK 0 = Not OK . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete Roof; Shthg-Roofing 4. Water; Location -Test -Easement Needed (Sketch) Ext.; Steps -Doors -Landings 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Braced Wall Panels 6. Gas; Location -Test-Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect Card B-1 Date Card B-1 8. Utility Clearance Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements Date 2. Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Elec.; Receptacles and Lighting, Distance-GFI 1. Zoning Requirements -Setbacks -Easements Elec.; Pool Lighting; 15 Volts-GFI 2. Footings; Size -Spacing -Marriage Line Elec.; Enclosures; Conduit Entries -Terminals -Listed 3. Gas; MH Test -Demand -Valve -Connector Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 5. Drain; MH Test -Fall -Flex Connector Health Department Approval 6. Water; MH Test -Regulator -Connector Plumb.; Cir. Test -Water Supply Test 7. Water and Sewer Connected -C/O to Grade -HD Approval Light Niche 8. Gas and Electricity Tagged Enclosure; Fencing -Alarms 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch Card B-1 Date Card B-1 11. Cert. of Occupancy Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP043599 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION 1 1 9 Il�OOJ I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: t2f22t2 le4- APN: 017-300-027-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 223 EAGLE NEST DR CHI Map Index: Date: Contractor: Description: NSF (3429) GAR (801) COV (752) OPEN (271) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the CARP 356 Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: KESTERSON, MARK & DEBORAH signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 217 EAGLE NEST DRIVE she is exempt lherefrom.and the basis for the alleged exemption. Any CHICO CA violation of Section 7031.5 by any applicant for a permit subjects the 95928 applicant to a civil penalty of not more than five hundred dollars ($500).): (530).343-8200 ty�l I, as owner of the property, or my employees with wages as their y sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: KESTERSON, MARK & DEBORAH provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Contractor: Date: Owner. WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit License #: is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: ROBERTS, CHARLES Carrier: Policy #: I certify that in the performance of the work for which this permit is Total Square Ft: 5609 S.F. issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation: $262,547.00 and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply wl h those provisions. Date: Applicant WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one ` > $ al 61I -2 r ' hundred thousand dollars ($100,000), in addition to the cost of I - j' J v compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. - V VI'fJ I ♦Z1.1Ci 1 i Vii LG'IuIf:V MVZ:i4C•i•.;,,Y:'�ili`S t;erel:y issucd under t a appiicabl;: provisions of the Butte County Code ondlcr - I hereby affirm that there is a construction lending agency for the 3097 Civ.) Resolutions to do orka dicate bove for which fees have been paid. I l v-, performance of the work for which this permit is issued (Sec By: Date: 7/' Name: a PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: R Signature: Date: 14owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 COUNTY OF BUTTE ......... A BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA e (530) 538-7541 JAI CORRECTION NOTICE OWNER PERMIT No. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional All explanation, please contact the Building Inspector as indicated below. ;i C OQL F7< c-, 2- 22-07 Sz, Al?K-1 H FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 1 1 ''1 Date Inspector 1119 REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 1 1 ''1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE `r &K S a OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work. is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. l (b)V/// CGC�At 6111iS (l) //,/ r,AlulA" ae 1/0 Date 0.7 Inspector / REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 n- COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE s: OWNER PERMIT NO. €, A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. V/2�r-Tre711' 7&4z' /cam ,y S � F u•j M }F• i, s Date / Inspector REV 4/05 Phone # —?S_ 5 :R5 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES .4 7 County Center Drive • Oroville, CA • (530) 538-7541 44 i CORRECTION NOTICE OWNER PERMIT NO. s J24 A routine inspection indicates th the following violations of Butte County Ordinances exist at the above address and Zshoula corrected. Please call for re -inspection when correction of work is completed. If any questions pertaining to this matter, or need additional explanation, please contuilding Inspector as indicated below. 2E 0 (�) N d - (4 _J00_1 00-7 'Al 7A4E(,,,-) Ply 102 (o ; C --r-- P IRb U TA c # S (J.' r --2T 6� D r -.4.—H H.n 7-cyO d- 3c�-cml Q - oR ED o -z!)/' OT NC -A o 6v 11J P(_ r -Ti o A/ Date / Inspector I cC6Fitl •yY (� REV 4/05 Phone # � � � — � �I �• Z- :. FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 esln Truss Take -off Design & Sales 9 g &sistance �-� BUTTE - COUNTY Monte Call - 193 Camellia Dr - Paradise, CA 95969 AUG 14 2008 DEVELOPMENT (530) 811-4132 Office (530) 811.4132 FAX SERVICES , TRUSS ENGINEERING Kesterson Residence BUILDING Djvjajoh 96_�_ Ar D Jr� Western Wood Fabricators (916) 991-4400 Truswal Systems (800) 322-4045 300 02� .rt Job Name: HORTON0506 Truss ID: Al Drw ssa a -ICC APACT BXZB R80'D TC 2x4 OFL #'t BC 2x4 OFL #1 Plating spec : ANSVTPI.1995 THIS DESIGN IS THE COMPOSITE RESULT OF This design basad on chord bracing applied per the following schedule: 1 2- a-12 1367 e. se• 1.60• 2 16. 4- 4 1141 NOR 1.511• WEB 2x4 DFL STANDARD Lumbar shear allowablas are par NDS. MULTIPLE LOAD CASES. max o.c. hoes t0 PLATE VALUES PER IGBO RESEARCH REPORT 01e07. TC 24.00' 5-10-18 15-5-0 RAG atiourerrs aboon are based CULT � an the trans matarial at oaeb bearing Permanent bracing Is required (by others)to Drainage must he pravldodto avoid ponding. Continuous lateral bracing attached to Rat Required bearing widths and bearing areas apply when lures not supported In a hanger. gap h ertasa/el:P none prevent rotationnoppling. Sae SCS 11-0 and ANSVTPI 1. TC as Indicated. Lumbar must be structural This truss Is designed using the 2 •Imn/c aunwrt Conneetioa Vel /itxnger IeI are PLATING BASED ON GREEN LUMBER VALUES. noted. End verticals drade. Bracoesfor r axial loads only. USC -97 Coda. Bldg Enclosed Yes, Importance Factor =1.00 not designed for bari2ontal loads. Extensions above or below the truss proltle Truss Location End Zone sea fine80R CATALOG MR ADDITIGM UMTALLMOR 110789by pf any) ru Ire additional consideration Others for herb IoadS on thn bidg. HurdcanolOcean Ling = No , Exp Cotagory= B Bldg Length a BD.00 ft Bldg Width - 16.50 ft h 11A01 h o 60 TC PORCH AXL AND CSS 1-2 305 0.04 0.09 0.14 2-3 -1292 0.01 0.27 0.20 3-4 -1179 0.02 0.90 0.91 4-5 -1182 0.05 0.90 0.99 ac' PORCH AIL SIND CSS 6-7 -240 0.00 0.12 0.12 7-g -234 0.00 0.19 0.19 6-9 1880 0.23 0.30 0.53 9-10 51 0.00 0.30 0.30 ..,.,. WEB PORCH CHS HHB PORCH CSS 2-7 -1234 0.14 4-9 -540 0.01 1-8 3391 0.57 5-9 1938 0.77 3-8 -6 5 0.01 5-10 -1051 0.14 q-8 -632 0.49 T 2-1 11 34 Moan roof hal0 t = L mp UBC Standard Occupancy, Dead Land = 26.0 psi LOAD CASE 01 DESIGN LOADS Dir I-Plf L.Loc R.PIr R.Lac LLIfL TC Vort 64.00 0-0-0 64.00 6-0-0 0.50 ..,TC Vert 123.33 8.0.0 123.33 16.8-0 0.50 '''BC Vert 3834 0.0.0 3854 16.8.0 0.00 ...TyFe.:.\ ,Iba %.Loc LLITL TC Vert 1 83.9 6.0.0 1.00 -,�, TC,Vdrt 83.6 8.0.0 DAD MAX DEFLECTION (span) : (✓��J/ ''Q \��CJ \1,\�� U659 MEM 8.0 (LAVE) LC 21 D= -0.07' To, -0.10" MAX DEFLECTION (cant): \ U999 MEM 6-7 (LIVE) LC 21 r\. La 0.02' D= 0.00" T= 0.02' _� Joint Locations r 1 2 3 4 5 1 0-0-0 6 a -O -D 2 2.7.12 7 2-7.12 3 5.7-13 a 5-7-13 18B# 410.11.2 910.11-2 5 IG -6-0 10 16-6-0 16.8-0 B 7 8 9 10 TT 26 4 SHIP Q�oF,rss►o�ra� B2 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or 'H" for 18 gauge, positioned per Joint Detail Reports available from Trusveoi software, unless noted. Scale: 5116" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job:.EJ. JOB#: S224ILDI Thud.*.&faa br�'pOnee7"wa 0�n� Ah�be,ba,rias+prrfJbatarinaQdedbyfMmapuaeurnmadawv laa+wry. 01 -MID r Chk: MC Truss ID: Al ® emrdaneMao,ardanra u{th tAreurrrarwnfDnrgjTPl aadAFPA dedpD aamke7f. Abrwp=Wllpy4umnadfwds%M*W Dsgnr. KJO are fa(atrvQldb9llRtaay>oR=nl aumlfamursrWvlkl♦taDdalpf aipaRp/larlala6rkafha Tho bolls ng dkvlparr"aal ameain IAW IAL Iamb TC Live 16.00 psf DurFaes L=1.25 Pm1.15 mDL anthbrbsljnandafemadfAef a n16�lMma/ba0ruaak�fMPanxulerowdaantoamrdrrr(ew2aworhorfMhwdmrd WESTERN WOOD It latest&brearlflythe rWorJhorshearAlnpoadlMh000m rhanlirfmwl(f'brmrr7fya dirdArath6,p nmfofal dbtr0rartarhrd. lm1wolu ,in TC Dead 16.00 psf Rep MhT 8nd 1.08 ,wfaL 8nadnprAane bferfmaDlraApDrlofrseLponatu ntenbcn Daly to r[dara AudlbpknpA Tldrrsvyor,Mandi norMplaarlfna� r"'Lp Mio 1 bUt ra ua �f�� r b 19%wulArrm�mmdart>ha f^ K S rd� BC Live 0.00 psf O.C.Spacing 2- 0- 0 FABRICATORS .W faovthn arurMarmntanrn tilhfArfolbxfap mndwdr: l01NrVE7A1I9gr rhuuti, RAMPI V IYICA I"woad try 13=01 WO Snu,fard Dufpn AmyamWideA 'NANDUNC lA6rAWNGAND MUCNG AFETAL PLATE CONNECTED OD TAlASES BC Dead 10.00 psf Designspae UBC -97 . 2700 RIEGO ROAD, ELVERTA, CA 95826 ofAwnfm -(M&Ol)md'NIA•eiSWIAUAYSNESrby7Pi 7M7ho,Plato Ambma(7Pll it karedar DUWJND GAVA Atnfi= wbmmtn Sd71A. TOTAL 42.00 psf Segn T6.5.41 - 0 The ilmdo n Foror awl AgrrArradmlom (AFPA1 b faaral m till l8th Stas. W. && S84 wmAfnplan. OC70W0 Job Name: HORTON0506 Truss ID: A2 Drw : Una s-uC REACr Size Rag -O TC 2x4 DFL 01 Plating spat: ANSUTP) -1995 This design based on chord bracing applied 1 a. a-12 874 5.50• 1.50" BC 2X4 DFL b1 THIS DESIGN IS THE COMPOSITE RESULT OF par the following schedule: a is- 4- 4 599 Roe 1.50• WEB 2X4 OFL STANDARD MULTIPLE LOAD CASES. max D.C. from to 9Ro REOHjitaue is shown are based MMY Loadad for 10 PSF non-cencurrant BOLL. PLATE VALUES PER ICBO RESEARCH REPORT 87607. TC 24.00" 7-10.15 16.6.0 an toe trues material at each boarieg Continuous lateral bracing attached to tial Drainage must he provided to avoid ponding Required bearing widths and bearing areas BRa HNAM/atop tton TC as Indicated. Lumbar must bo structural PLATING BASED ON GREEN LUMBER VALUUES apply when truss not supported In a hangar. a -HU826 grade. Brace® 24" o.c. unless noted. End vardmis designed for axial loads any. This truss Is designed using the support connectioh(al /Hangar la) ors Fxtonsions above or below the buss pronle UBC -97 Coda. sot designed for boriaantal loads. of any) require additional consideration Bldg Enclosed - Yes. Importance Factor =1.00 Sas 111"SCH CATALoa (by others) for hertz. loads on the bldg. Truss Location a End Zone FOR ADDiT1aHAL DISTAWAM011 ROTOR HunicanalOeean Line = No. Fxp Category = 8 Bldg Length - 60.00 IL Bldg Width a 1650 it TC FORCE AIL MM COX _ Mean roof helght - 11.821L mph a 90 1-2 220 0.03 0.21 0.23 UBC Standard Occupancy, Dead Load - 26.0 psi 2-3 -722 0.00 0.21 0.21 3-4 -61I 0.01 0.25 0.26 4-5 -592 0.01 0.29 0.26 �b RC FORCE AILL END CSI `- 6-7 -164 0.00 0.11 0.11 7-8 -146 0.00 0.11 0.11 a • e''� �, 8-9 620 0.07 0.13 0.21 n ` i � MAX DEFLECTION (spPan) : 9-10 72 0.00 0.13 0. L3 lw '� V a 0999 MEM e•9 (LIVE) LC 19. \� F� �1 L--0.01" De-0AY' T-0.03" MBH FORCE COX WEB FORCE C8i\'` V ^� MAX DEFLECTION (can[): 2-1 -719 0.06 4-9 -331 0.06 199 MEM 1-7 (LIVE)1.0 23 2-8 562 0.27 5-9 727 0.28 Q\\ _ �\\ '� L--0.01" 0w0.01" T=0.01" 3-9 54 0.02 9-10 -998 0.10 7-10-15 ���� !% \J.�JointLowUons� 4-8 -68 0.03 1U�.\_D . 1 0- 0- 0 9 0-0-0 1 2 3 4 S 2 2-7-12 7 2-7-12 3 7.7-13 B 7.7-13 �' 4 11.11-2 811-11.2 rjr QO i B$-0 i 5 16.6.0 1018-6.0 __ 16G0 B 7 8 B 10 T I 3 3-7-10 SHIP 82 %FESSIOIV�, r ,�ptJi� All plates are 20 gauge Truswal Connedors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswel software, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOBM 32241LOI 7Abrk+lia 4joronfamrAAmlfadWfnS mu9maeN ma ouveynea hAorbmrlwsdonpmNsuryevldedeyfM emaponmtaaa,q(adumr Chit.- MC Truss ID- A2 oral daaemmardnam Mfh themorw wa(au ojJPl omIAFPAdalfa nandan4 lh+ropacdAla7herna,clJbrJMwkaulacsvmq: Otkmdnnr Dsgnr. KJO memfe„nOfdla'uemuyAaeM nmmlfmrorrmvtbrsufh0np dedSaePrmrmjabrtm�b�n IMAolf�datffaanwraarsafa fAw rhe loaAr TCUve 16.00psf DurFars L=1.25 P=1.15 mflaefdeof `afp mwa --lLW smft &O.Wbrako facal bWWft code wW/AapottkvtaraApUmlan WESTERN WOOD 4fotos5l'lsRmlAJ'lkrraajarfAwrthmthfa7andNe Aetmm ehmlklorndyfavaedbpoelSGlrhmrhmf aaterlat dlmer(y attaatat osteo who"irc awed padopt•o.ntrjarmxml,Myvnojmupa}euumn�araafrromAseuawMfaptn 7wazvawm,AaO"alopfaredf"aar TC Dead 16.00 psf Rep Mbr Bnd 1.15 ®FABRICATORS mr1'°"°u"ramr"elm"°fA"°°ta°nm"m°°jUx"°°droenn rd ra!�muNu°ma°m°nmarFfwemnodoaFaMmmAavlhchvtaa SCUve 0.00 psf O.C.Spacing 2-0-0 aade+orndt(rmarmmsmdm�a Mrh fArjafiwi+rSaan>antr: JO/MD6lALS'6p numai ANSIRPl l; 7%1:A 1' -Woad lion CavaaB BC Dead 10.00 Design Spec UBC -97 qrAwutmAlmrdmdOrdSnpageadW0b&WANDINURCTAUJNGAHABAA7NGANTALPLATE COMEL7mIVDW)mlydSrSt� psf 3700 RIEGO ROAD, ELVERTA. CA 95626 .(M.91)oW'Hlh-VISWIAGRYSHEErbr7Pt Nrc Twr MmeimffiuefrPll Ul=mda#0'Omjifo Ddw ArodLwmlVumldalJ7ls• neAmvtmFamoadP4.wAnosiwlaa(AFP,)frbWedafill 1➢fhAtreAMrdhaaglraddaDfm.DC:Owa TOTAL 42.00 psf SegnT6.5.41- 0 62 �-x 186-0 � 4 7 g g 10 11 2 8_p t Q STUB \ \�C �FO�� '�1. �_�0"07 Truss ID: A3 Drw : Job Name: HORTON0506 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: .EJ. • DRO)t-Lac ABALT erss R80�0 TC 2x4 DFL #1 Plating spec : ANSUTPI -1995 This truss 15 designed using the THIS DESIGN IS THE COMPOSITE RESULT OF UBCAT Code. 1 s- 8-12 924 SIZE• 1.5D • BC - 1.5It WEB 2x4 DFL #1 2r9 DFL STAN DARO MULTIPLE LOAD CASES. Bldg Enclosed,. Yes, Importance Factor =1.00 2 16- ♦- ♦ BB1 It ERG M mu2RMUMM sbawn are based OHLT Loaded for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBG RESEARCH REPORTA1607. Truss Locution a End Zons PLATING BASED ON GREEN LUMBER VALUES. HunianalOcean Line = No, Exp Category a B m the truss materia At each bearing Bldg Length = 80.00 ft, Bldg Width = 16.501t BRG 11MMWCLIP VOTE DurFacs L-1.25 P=1.15 Mean mol helght= 12.15 ft, mph a 60 2 -1101126 WESTERN WOOD UBC Standard Occupancy, Dead Load = 26.0 psf support ceanectian(e)/Nan9.rte) are Rep Mbr Bnd 1.75 m notdesigned for berittal lands. slz 81"B01f CATALOG ' BC Live 0.00psf FOR ADDITIONAL INSTALLATION 1:0189 andbr rrY rh4aua t&unvdmw Mtn rhefalleeGy+ammlmdr trawl-mAIISh' Danmt:Ui II71/: 117CA P- [raw 7hm Cawxtl afAnsrtm SwdanlDdpt jIW-980 h=7lAHDUNG96rALUNGAHD BBAL7HGAX11,1L PLA7SOOHMa.76D IYOOD Inum TC P0 REL BID) C1 Design Spec UBC -97 g P 7700 R1EGO ROAD. ELVERTA. CA 95026 1-2 253 0.04 0.0903 0.133 253 1-3 239 0.09 0.19 0.18ya -9 -fi71 0.00 0.16 0.17 TOTAL 42.00psf .. % ok. ��.✓ln 9-5 -674 0.01 0.16 0.16 5-6 95 0.01 9.16 0.16 BC FORCE A0': 217 Chi 7-8 -190 0.00 tl.07 0.07�/�OP MAX 8-9 552 O. QS 0.15 0.20 9-10 500 0.05 0.16 0.21 - \\``%_ L1899 MEM 8.10 iL1VE) LC 19 U959DEFLECTIONMB-1UVE)LC �jL=-0.02" 0=-0.03" Ta -0.06" 10-11 553 0.06 0.16 0.22 - MAX DEFLECTION (cant). L=.0. MEM 7•B (LIVE) LC 23 .8 PORCH CBI NEB PORCH CSI 11 L=-0.01" D= OAD" T- -0.411" 2-B -159 0.01 4-10 194 0.06 740.0 3-8 -891 0.16 5-10 12 0.03 940 Locations : 3-9 123 0.05 5-11 -756 0.14�Joint 1 2 3 4 5 6 1 0-0-0 7 0-0-0 4-9 110 0.04 6-11 43 0.01 Z 2- 0.12 8 2.8-12 5.00 -$� 4 9. a 04 10 25.8 5 1341-2 11 16.6.0 6 16.8.0 4-4 3-4 3.4 4.3.9 4-1 1.5.4 1.5 4 SHIP T 1l3.4 294-1 � z .2.5.4 • �GFt;SSION�� F � 2.54 2.54 62 �-x 186-0 � 4 7 g g 10 11 2 8_p t Q STUB \ \�C �FO�� '�1. �_�0"07 All plates are 20 gauge Truswal Connoctom unless preceded by "MX" for HS 20 gauge or "H" fo►18 gauge, positioned par Joint Ootall Reports available from Truswal software, unless noted. Scale: 5116" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: .EJ. • JOB# S2241LOI ,,t4��y�d,,pmry„�p/,,�dma;paDJm,Mn.pmldedOyrArawyasmasmm�mmrr Chk:MC Truss ID•-A3 ® mdd&ae In aeordmmsNh then v renwag=TPl adAFPA delpilmfmda ld mWwuWftryLranaaedferdhundkl dlacnm'- Dhnadwu cf Dsgnr: KJD emtube krlJlCJh'rhr aaupmrant.nmml&mrv&ndbrbufhHtp daffurprrorlofabdMhai fiehdit Atdzmr ma&month rhe"b"edh TC Live 16.00psf DurFacs L-1.25 P=1.15 "1Badea/htrderljleeeerer[edrhefoaRtSGup&redbylheter&16W/dhrfmdhtaadlhapa.fhufaroDpfeadarL 7hed&*nau merh0tAeroprhad WESTERN WOOD bran,.lyhm&.dbyrhem&f&rJrna,emnr&a andth.bomm�ruwrndh'h�br&'W�'�+�r"'&" dl�(r°�r &"�ot�" TC Daad 18.00 psf Rep Mbr Bnd 1.75 oared amrMyiA&na 4jbrfares)n�ypon&finendmr&ab'ro mhaa badEnl k&Oh >lY4marPo&e&I+AaU &ofbepl&&rd fa airy ®FABRICATORS '&wmwmbiiear"wm1Atthe mufuntem"em qrafAOOdID 1r•&ndbr==CWm VpfXffW-=1&aF-f0fiUchaml)AkftD BC Live 0.00psf O.C.Spacing 2-0-0 andbr rrY rh4aua t&unvdmw Mtn rhefalleeGy+ammlmdr trawl-mAIISh' Danmt:Ui II71/: 117CA P- [raw 7hm Cawxtl afAnsrtm SwdanlDdpt jIW-980 h=7lAHDUNG96rALUNGAHD BBAL7HGAX11,1L PLA7SOOHMa.76D IYOOD Inum BC Dead 10.00 f ps Design Spec UBC -97 g P 7700 R1EGO ROAD. ELVERTA. CA 95026 .(HM.91)am1711B-9r SUAIANArsmurAy7Pt The T&uPlat lmthme(7Pg4terstdut DVh*(o D.Ae Ma0am IPummin 53719. ThrAtuelta&FerwsadPoyerAwdmimfAFPA►ulsoordm111119rhSnrlNIl:S+atIW,B'mNngmt�DC7E0l4I TOTAL 42.00psf .. SegnT8,5.41-0 Job Name: HORTON0506 Truss ID: A4 Drw : ERG x -Loc React sizz REO -D TC 2X4 DFL 01 Plating spec: ANSU PI -1995 This design based on chard bracing applied 1 2- E-11 924 5.50• 1. sa• BC 2x4 DFL 01 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: a la- 4- 4 557 NON 1. sa• WEB 2x4 DFL STANDAR13 MULTIPLE LOAD CASES. max O.C. from to ERG RegOiaEKE9TE shown aro based any Loaded for 10 PSF non -concurrent BCL- PLATE VALUES PER ICBO RESEARCH REPORT 01607. TC 24.00' 7-10.15 111-0-0 on the crone material at each bearing Continuous lateral bracing attached to flat Dralrmg0 must be provided to avoid ponding. This truss Is designed using the Bao BAN=/CLT7 NOTE TC as Indicated. Lumber must be structural PLATING BASED ON GREEN LUMBER VALUES. UBCBldg -97 Code. Enclosed =Yea, Importance Factor ■ 1.00 2 -gus26 grade. Brace @ 24' o.c. unless noted. Support Oponectionlal/Nangerts) are Turssnnntion■End ZOAO not designed for hori=wtal loads. - Bldg L n Length - n Una = No ,Exp Category = B Baa SIMEON CATALOG Bldg Length ■ 80.00 fl 2ft,Bldg Width = 16.50 ft FOR ADDITIONAL INSTALLATION NOTES Meanroodheighta pane , mph o lig ,:� UBC eStandard Occupancy, Dead Load ■ 26.0 psf RC POEND 0 AAL CEI 22��` � .�®®�'-• 1_2 110 0.03 0.21 0.23 1-3 -717 0.00 0.21 0.11 ppp 3-4 -610 0.01 0.15 0.15 ®®�®® 4-3 -727 0.01 0.15 0.24 B7 PORCH -16 A00 END 1 C91 ®®�� ®� 6-7 -1fi4 0.00 0.11 0.11 7-8 -146 0.00 0.11 0.11 VIV 607 0 0.17 MAX DEFLECTION {span): 8-9 .07 0.10 .22 9_10 24 o.DD 0.11 0.11 IJ989MEM 7-e (UVE) 12 L= -0.01" D=-0.01" To -0.112" -002." WEB POACH Cel WBB FORCE C9x MAX DEFLECTION (cant) 2-7 -716 0.08 4-9 -70 0.02 USMEAL 8-7 (1" T= -0.01" 21 -0 2-8 656 0.21 5-9 642 0.25 L=-0.01" 0- .0.01 T 3-8 -86 0.01 9-20 -541 0.06 ons 3-9 74 0.03 7-10-15 6.4-15 1 0- -0 0.0.0 ( 1 0-0-0 B D•0•D 1 2 3 4 5 r 2 2-7-12 7 2-7-12 3 7.7.13 8 7-7-13 i 1-0-0 I _§,00 I 5 16-8-0 0 1E B•0 51 00 T ,.4.B 1 S2 2-6-0 STUB All plates ars 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or 'H" far 16 gauge, positioned per Joint Detall.Reports available from Truswal saftwam, unless noted. Scale: 5116" =1' WESTERN WOOD ®FABRICATORSQ4m�r 3700 RIEGO ROAD, ELVERTA, CA 85028 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. rnadurraalor®radr lbarwrarr arxarawrnaean,m abs.s:<am,rdaagxrUlmranrpe.rdedbYua�anmr.mmlf®Orr aaddweinumntasesubrbaamnu.eabmgrTPlaadeFPd&*nnaadambc bbrruoareMWLinawedfadUwwtmsdacmrmW. Dlmoutmu arrmbe-rrjlkdbYdemnyonrm nmaufm,raerm Jkrbrlhdnt de,IfaQlMarrofuEArolfan 7Ae bvDdUlf dkdpw mun aarrmfn dmr lha tomb dulfamalaraam,dMfaa ba�ro,�dRfaml�l n:�damrd,�e,m,�lra<�a as Thed-draa 1hWlbea4P�r ofaendlpbroadb)•16e+aajorJfoord+mrhb�amfNtrebwrmueho.dkfaemlp•drumlyad;blaMuhfa6muteialdhonlywadiat wdea rhm�in awed emdap,hwea>ortaenuay�onof-a-pe.enurnm.rbaaaM•m"mbmrmunarkaale 7wrnm,T a xharraabeP1-dfaare• "nl�afrtr°aasmrmmnuoflAe•GalroraaedlYf:aadArrmaeranrtezarplmeemrmbaFaNhaefmdltbarafl mre.orr rw sora ra a®abaa aw dmlarroa+ar,raaanrt vOtHrnbTarrsg• nr�et wsurri f: rata r. luras Dv.. Nora ru g/'Arwraemarradadsafi.W ibaUkx NANDfJNGINSrdf1/NGANDDMC7NGMErALPLIrECQNNSC7ED WQOD7RuSMr - (HID -ell sad'!lift-91 SUAIAI IRY SMEZrbY 7Pl. The Th Plae banmtd (TPll a /areal -111 lm ho bdw, AlmllM WInnmhr Sl rl y. Trvmmimmrmrscad Pq%rAuvdW1nufrtFPA)abnadalIIII IVASUraM.SO80g1Yar%AxDCAwd Eng. Job: EJ. Chit: Mc Osgnr. KJD JOB#: S2241LOI Truss ID: A4 TC Live 16.00 pat TC Dead 16.00 psf SC Live 0.00 psf BC Dead 10.00 psf TOTAL 42.00 psf DurFaes L■125 P-1.15 Rep MbrBnd 1.15 O.C.Spaeing 2-0-0 Design Spec UBC -97 SegnT6.5.41- 0 B 9 10 11 12 13 1411-2.11 -- STUB All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswai software, unless naiad. Scale: uliz" = 7' WESTERN WOOD ®FABRICATORS 3700 RIE0D ROAD, ELVERTA, CA 95818 Truss ID: A5 Drw : Job Name: HORTON0506 OurFacs L=1.25 P=1.15 Rep Mbr 8nd 1.00 O.C.Spaeing 2-a-0 Design Spec UBC -97 9 P SegnT5.5.41- 0 alae RBD'a TC 2x4 DFL q1 Plating spec : ANSWPI.1995 This design based On chord bracing applied Bea x -Loc Be= a-17 u61 5.66• 1. eo• BC 2x4 OFL W THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 1 a- 3 16- 7- 4 1067 9.50• 1.so• WEB 7X4 OFL STANDARD g1 MULTIPLELOADCASES. PLATE VALUES PER ICBG RESEARCH REPORT 01607. rrw:o.c from to TC 24.00" 5 10.15 13.0 0 ane ttepurRBf�+ra obom aro basad ONLY SLIDER 2x4 OFL trues matarial at each bearing Pemmnent bracing Is required (by others) to Drainage must be provided to avoid ponding. This truss Is designed using the on the provont rotatlonilopplIng. Soo BCS11-03 Continuous lateral bracing attached to flat TC as indicated. Lumber must be structural UBC -97 Code. Bldg Enclosed =Yen. Importance Factor TO FORCE AXL END CBI and ANSUTPI 1. PLATING BASED ON GREEN LUMBER VALUES. grade. Brace ® 24" o.c. unless noted. LodOco ion - End Zone Truss 1-2 2-3 266 0.04 0.14 0.18 -1011 0.01 0.14 0.14 Eno = No ,Exp Category = B Bldg Length - 60.00 ft, Bldg Width = 19.50 it 3-4 -1510 0.04 0.37 0.40 Mean roof height= 11.40 11, mph = 60 4-5 -1510 0.04 0.37 0.40 UBC Standard Occupancy, Dead Load - ZOA psi 5-6 -1053 0.01 0.08 0.09 -----LOAD CASE 01 DESIGN LOADS 6-7 73 0.01 0.08 0.09q Dir LPI1 L -Loc R.Pg R.Loc LLITL 6-7 33 0.00 0.02 0.02 l TC Ven 64AD 0.0.0 64AD 6-0.0 0.50 .;l' TC Ven BEAD 9-0-0 a8.00 13-0.0 0.508 Be FORCE ARL END C92 0.00 0.10 0.10 TC Van 64.00 13-0-0 64.00 17.9-4 0.90 '��;,. BC Vert 2750 0.0-0 27.50 17.9-4 0.00 9_9 -109 -199 0.00 0.10 0.10 '� .r.. ��f`\ ...Typo.. lbs XLoc LLITL 10-11 906 0.12 0.08 0.20 _, •"R1C�✓` TC Ven 839 6 a -o 1.00 11-12 940 0.14 0.08 0.21 + `'r '`� TC Van 035 6.0.0 0.00 12-13 13-14 104 0.01 0.08 0.00 -42 0.00 0.08 0.0E ^.;-` a`'�y `� TC Vert 114A 13-0.0 1.00 TC Vert 114.413-0.0 BAD . ,/ E ` V WEB 7=8 C91 NES FORCE Cox 2-9 -1053 0.12 5-11 647 0.25 0.04 ^\, \ �� _ MAX DEFLECTION span] 2-10 1049 0.41 5-12 -335 -361 0.0s 6-12 954 0.39 U999 MEM 11-12 (LIVE] LC 30 L=-0.02" f3--0.OP T=-0.05" 3-10 735 0.29 6-13 -973 0.13. V,IU;n_U 3-11 4-11 -460 0.06 BLORL 20 0.00 MAX DEFLECTION(cant): 8 (LIVE)LC 30 L0.01" 0.02" a 0.00"VT-- 9.10-1sC" 4.80 i 3 4 5 9 7 Joint Locations 1 2 1 0.0.0 D 0-74 2 2-7-12 9 T- 7.12 7-0-0 ® -500 3 5.7-13 10 5.7-13 5.x00 lees 2, 4 g- 6- 0 11 9-6-0 5 17-4-3 12 13.4.3 T 5• 1.5.4 T 9 17.9 4 17 16- 3- 4 I 7 17.9-4 14 17-9.0 2.5.4 3-4 3� 2.54 2.9-10 2 I 3-a I0-10.3 SHIP =B a-1 B 9 10 11 12 13 1411-2.11 -- STUB All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswai software, unless naiad. Scale: uliz" = 7' WESTERN WOOD ®FABRICATORS 3700 RIE0D ROAD, ELVERTA, CA 95818 WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. 7rrtrdz*atrjaraaw,B�lmmltdrrdt�ma rama,�mlea HAar b mbaw=,perUk rA=jxavhWhythem,,, satta Rrauanrr 0d&Vtoacwdaaw1m1,&acw,envmd=grV1wd.lPPA&myonosus.d< Drroe„m. a,rro6errrflt�q'reemaiponmraram�a+cavadkrbWldratdr,rraerPio.mfau.leuba I& bo0dtapdeaf9wmWmmrd.thatthwkvb ar` '"'"b�' '"'�aa�lrba,aa�arta�ar<d�d�lam,balld mdaaad,�aPa��tar, r T,md aa.m�a,r�rr�r��ianr ubaacarp armada,.,na.solar�r,bwbraxadrbamrma,.�a,duanamrq'matadere.rrer,+�rwr■mr�ardbrerrarmanet aa+u,mnar,<+,a lasted B+vra,O,Maaefarlataol+WrpaNalmayaou,aeabenartlrrorerbxrbvs#lfntknrrA Mcaapoe wAW1wrbepkrrdfax7 +1O" 'hatuocv1 thematnmaws'ea/d""eodmr�flP.•°°dkrmm°ew` .vkmmr,ndam FaD�a+rharone6uwn wlbra�rtrb rrmrla®+dm�eM+rMlvjlm,inraaadmh, JOIMDBTAUrbr Bunn. ANUMI I:'97rA V- Wood Tim. Count grANw(-Mamkrd D&r1r upow@eXm 71ANDLINOINSTAtl1NGAND BRACING Al6TAL PLI7Ecawscm WOOD iRt<SSET .rHl&vlland7UB•v1SUMAGRrSHEEriWTPL rAe hur, Floral nrrvm pPlJekmrdmDlOuajKO DA.e Arm+baa. Wtrm�urn7171¢ 7AcAmvt=nFardPgxrAmrda11a,WPA)himtedortilll➢Ih�MV.Ste804lraftVan.0C28016. woa Eng. Job: XJ. Chk: MC Dsgnr.KJD JOB#: 52241LO1 Truss ID: A5 TC Live 16.00p5f TC Dead 19.00 psf BC Live 0.00Psf eaP BCDd 10.00 of TOTAL 42.00psf OurFacs L=1.25 P=1.15 Rep Mbr 8nd 1.00 O.C.Spaeing 2-a-0 Design Spec UBC -97 9 P SegnT5.5.41- 0 Name: HORTON0606 Sea A -LAC RZRCT SIZE 1111010 I 2- a-17 e51 6.66• I. SO• 2 9-10- 4 620 Sax 1.50• 9110 1111QQIRCKEsTa abnMO ora based ONLY e6 um truss anterial et each bearing Bad HAuoWCLIP um 2 -1=26 support Convoctiea(el/tIm9erls) are not designed for horiaontal loads. Sze SIMPSON CATAL00 FOR ADZIMM 1L INSTALLATION RMS TC FORCE ARL END CSI 1-2 312 0.05 0.09 0.13 2-3 -SSB 0.00 0.28 0.25 3-4 -509 0.00 0.66 0.66 SC PORCH ARL 9ND CSX 5.6 -253 0.00 0.11 0.11 6-7 -245 0.00 0.16 0.16 7-0 53 0.00 0.20 0.20 TC 2x4 DFL 01 BC 20 DFL 01 WEB 20 DFL STANDARD Lumber *hour allowablas are par NDS. Permanent bracing Is required (by others) to prevent rotation/toppling. Sao SCSI 1-03 and ANSIRPI 1. PLATING BASED ON GREEN LUMBER VALUES. 1469 PORCH COI NRB PORCH CSX 2-6 -710 0.06 4-7 571 0.22 2-7 738 0.30 4-e -549 0.07 3-7 -397 0.05 �te D UBC Standard Occuppancy, Dead Load a 26.0 psi -COAD CASE #1 DESIGN LOADS t� L �ObtiLPll LLae RLPIr R.Lae LLIrL 64.00 0-0-0 64.00 6- 0- 0 0.50 TC 'Vent 123.33 G-0-0 127.33 10-0-a 0.50 'j �, �-! 1 ' . �4 • �BC Vert 38.54 0-0-9 38.54 10.0.0 0.00 ` �+ ✓ TYpe- Ibs X.Loc LLITL C Van 83.9 6-0-0 1.00 Van B3.9 6-G-0 0.00 MAX DEFLECTION (span) L1999 MEM 6.7 (LIVE) LC 21 Ln 0.00" D-0.01" T-8.01" &10.15 u MAX DEFLECTION (cont): 1 2 5 500- 4DD 1881♦ 5 8 7 B B2 2-9-10 SHIP All plates are 20 naulie Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, post(loned per Joint Detag Reports available from Truswal software, unless noted. WESTERN WOOD ®FABRICATORS 3700 RIEGO ROAD, ELVERTA, CA 95626 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. 7bh ddlohfaran lndluAhml bulldirrl mraponent aarr� ilk -Aron pydarryRlflmdavpmvbtdby Ne mvyvnmrva�adnrrr o+aldandNa®rrk+me uirlr rbarnrraa wrfa,raflPl omIAFPAdr+1ln Naroponrlb6bl'rraarmmdfordAadmlaaa ]..111 mkou arbbd roryfdby lAr [nwPa"oar "ra"4TfarlarrranibrMdhtlnl taeP mfahrfmdan. no bduIR32 WW lM rah ar0udwrNrdealt,rmeaarrmdrAsbd(r�Aatvrdb'daAxnlbafWlaroorMavldmparrhvloratpldovAm. lAerAullnauauWdmrlAdfopDhdrd htaurdh'bbj.pdnvforjb,arAmtMV ander bottom diad Is ladrally bmcod by a d9WA&WAlnl omtvldldArdy oa9dmi. Wdowalbon&E owed Bmdo2afmun lrfarfardnda�pan gdaapnnrau uam+bcrr ordyromhm AodllaplmlA ftooxpmrelAAaOmrbepWWrnaN, rnNioawmrlAar rrtllranra rho ruo4tammmeN ofrAe eoalro eradlA.:aadAvaaruvrwaermrpfwemrrmbn Fabrtrat4 Aoedlt bwolf aa/braar lAh rruu In aaaanhm •irA rMfatkrAn; amdadc :jOtNrDATA1Lrbl•7nmmr. W404P11: 7YMI'-IYmdrm-Cb=U ojdoa:rna SorararJ atrilrr salpomlAllOtat NANaUNC IATrALLlNGAND s21C7NG AFETAL PL TECaNNECTEa WOOD TNtA4Ei' .(HIS-olland'HIS.Yt SUAIAMRYSIIEETtry TPI. fir roan Pim-ImItUt(rP1)IsI=Idal DUmfd" Ddw. Aladhvk W8mro17 M7Ip. 7Ar Amerfean Faro and PgwrAaaado11= (AFPA) Is lsratd at )Ht IPA 9rnl. NW. Srd 8K II'arbl I&M DC1001A U999 MEM 5.6 (LIVE) LC 22 L-11.01" D-0.01" T= -O.01" - Joint Locations 1 0.0-0 5 a- 0.0 2 2.7.12 6 2.7.12 3 5-7-13 7 5.7-13 4 10.0.0 9 10.0.0 Eng. Job: XJ. Truss ID: 131 Drw Platingspec : ANSIRPI -1995 This design based on chord bracing applied THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: MULTIPLE LOAD CASES.•max C.C. from to PLATE VALUES PER ICSO RESEARCH REPORT lr1So?. TC 24.00" 5.10.15 10.0.0 Drainage must be provided to avoid pending. Continuous lateral bradng allachad W Oatnot apply eQiced bearing widths nd be ti ag areas Der. TC as indicated. Lumber must be structural This truss Is designed using the grade. Broca ® 24" o.c. unless noted. End varaals designed foroxial loads onlyy- URC -97 Code. Bldg Enclosed = Yes, importance Factor =1.00 Truss Location = End Zone Extensions above or below the truss proille (if any) requtro additional consideration by others) for hertz. loads on the bldg. HurrlanalOcean Line = No, Exp Category - B Bldg Length 0eeo het h0. 11.00 ft00 ft. pth .00 It �te D UBC Standard Occuppancy, Dead Load a 26.0 psi -COAD CASE #1 DESIGN LOADS t� L �ObtiLPll LLae RLPIr R.Lae LLIrL 64.00 0-0-0 64.00 6- 0- 0 0.50 TC 'Vent 123.33 G-0-0 127.33 10-0-a 0.50 'j �, �-! 1 ' . �4 • �BC Vert 38.54 0-0-9 38.54 10.0.0 0.00 ` �+ ✓ TYpe- Ibs X.Loc LLITL C Van 83.9 6-0-0 1.00 Van B3.9 6-G-0 0.00 MAX DEFLECTION (span) L1999 MEM 6.7 (LIVE) LC 21 Ln 0.00" D-0.01" T-8.01" &10.15 u MAX DEFLECTION (cont): 1 2 5 500- 4DD 1881♦ 5 8 7 B B2 2-9-10 SHIP All plates are 20 naulie Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, post(loned per Joint Detag Reports available from Truswal software, unless noted. WESTERN WOOD ®FABRICATORS 3700 RIEGO ROAD, ELVERTA, CA 95626 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. 7bh ddlohfaran lndluAhml bulldirrl mraponent aarr� ilk -Aron pydarryRlflmdavpmvbtdby Ne mvyvnmrva�adnrrr o+aldandNa®rrk+me uirlr rbarnrraa wrfa,raflPl omIAFPAdr+1ln Naroponrlb6bl'rraarmmdfordAadmlaaa ]..111 mkou arbbd roryfdby lAr [nwPa"oar "ra"4TfarlarrranibrMdhtlnl taeP mfahrfmdan. no bduIR32 WW lM rah ar0udwrNrdealt,rmeaarrmdrAsbd(r�Aatvrdb'daAxnlbafWlaroorMavldmparrhvloratpldovAm. lAerAullnauauWdmrlAdfopDhdrd htaurdh'bbj.pdnvforjb,arAmtMV ander bottom diad Is ladrally bmcod by a d9WA&WAlnl omtvldldArdy oa9dmi. Wdowalbon&E owed Bmdo2afmun lrfarfardnda�pan gdaapnnrau uam+bcrr ordyromhm AodllaplmlA ftooxpmrelAAaOmrbepWWrnaN, rnNioawmrlAar rrtllranra rho ruo4tammmeN ofrAe eoalro eradlA.:aadAvaaruvrwaermrpfwemrrmbn Fabrtrat4 Aoedlt bwolf aa/braar lAh rruu In aaaanhm •irA rMfatkrAn; amdadc :jOtNrDATA1Lrbl•7nmmr. W404P11: 7YMI'-IYmdrm-Cb=U ojdoa:rna SorararJ atrilrr salpomlAllOtat NANaUNC IATrALLlNGAND s21C7NG AFETAL PL TECaNNECTEa WOOD TNtA4Ei' .(HIS-olland'HIS.Yt SUAIAMRYSIIEETtry TPI. fir roan Pim-ImItUt(rP1)IsI=Idal DUmfd" Ddw. Aladhvk W8mro17 M7Ip. 7Ar Amerfean Faro and PgwrAaaado11= (AFPA) Is lsratd at )Ht IPA 9rnl. NW. Srd 8K II'arbl I&M DC1001A U999 MEM 5.6 (LIVE) LC 22 L-11.01" D-0.01" T= -O.01" - Joint Locations 1 0.0-0 5 a- 0.0 2 2.7.12 6 2.7.12 3 5-7-13 7 5.7-13 4 10.0.0 9 10.0.0 Eng. Job: XJ. Chk: MC Dsgnr. KJD TC Live 10.00 psf TC Dead 10.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 42.00 psf Scale: 1/2" =1' JOB#: S=41LO1 Truss ID: 111 DurFacs L=1.25 P-1.15 Rep Mbr and 1.00 O.C.Spaoing 2- o- 0 Design Spoe UBC -97 Seqn T6.5.41 - 0 Job Name: HORTON0606 Truss ID: 132 Drw : BRo x -Loc REACT sIZE REQ 'D TC 2x4 DFL 01 Plating spec : ANSIITPI -1665 This design based on chard bracing applied 1 2- 8-12 572 6.50- 1. so" BC 2x4 DFL 91 THIS DESIGN IS THE COMPOSITE RESULT OF par the following schedule: a 9-1a- 316 1102 1.130- WES 2x4 DFL STANDARD MULTIPLE LOAD CASES. max a a. from to BR0 REou3RENENrs errnra are bsxad ONLY Loaded for 10 PSF non-concurtant BCLL. PLATE VALUES PER ICBO RESEARCH REPORT 91607. TC 24.00" 7-10.15 10-0-0 an the trace material at each bearing PLATING BASED ON GREEN LUMBER VALUES. Drainage must be provided to avoid pending. Required bearing widths and bearing areas sag Khm=/CLIP NOTE This truss Is designed using the End verifrals designed for axial loads only. apply when truss not supported In a hanger. a m4 16e UBC -97 Cada. Extensions above or below the truss profile support Lbnaec.on (e►/Nangor(v) ere Bldg Enclosed - Yes, Importance Factor =1.00 if arty) roulro additional consideration not designed Ear horiancel loads. Truss Location a End Zone 1by others for horis leads an the bldg. SEE SIMPSOU CATALOG Hunfcane)0coan Line = No, Exp Category a B FOR ADDITIONAL INSTALLATION DOTES Bldg Length - 00.00 % Bldg Widthe, 10.00 ft Mean roof halght- 11.8211, mph a 60 TC PORce AXL 8103 CS i UBC Standard Orxupanty, Dead Load = 20.0 psi 1-2 223 0.03 0.21 0.24 'A 2-3 -263 0.00 0.21 0.21 ,�teaa 3-4 -173 0.00 0.06 0.08 Be FORCE AEL END CEI ✓, ®�\ ,O 5-7 -6 6- -167 00..000 0 0.11 0 0.1.1 154 0 .11 .11 U `v:✓ 7-8 75 0.00 0.07 0.07 wee YORCB CBI WEB PORCH CEZ MAX DEFLECTION is 2-6 -470 0.05 4-7 291 0.11 9999 MEM B•7 (UVt� L 22 L- .0.01" Da -0.01" T--0,02" 2-7 273 0.11 4-8 -305 0.05 MAX DEFLECTION (cunt): 3-7 -170 0.03 LBBB MEM 5.6 (LIVE) LC 23 7-10.10 I L- .0.01* D---0.01" T=-0.01" 1 2 3 4 - Joint Locations o� 5.00 1 0-0-0 5 0.0-0 2-0-0 z z -7-1z s 2-7-12 3 7.7-13 7 7- 7-13 4 10.0.0 B 10.0.0 10-0-0 5 6 7 6 B2 All plates are 20 gauge Truswal ConnMors unless preceded by "MX" far HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 15132" = 1' WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. Job: EJ. JOBB: S2241LDI rwdarr,trfaranladttdrdbewrarmrawa oma• Abarbaraeamam,q�!)artaayo.rdabldea,"yenemt mmmrr Chk: MC Truss ID: 62 nwdarlxeafrbrbean,wKnma,,>wasdAMA �n.r�anx,�.. f>a>fra.a�ed� a�f�alar=�m, D�en.r�rr Dsgnr. NJD AOL arerobrrvK/reubpderenpsaeunwyfar+a:ramuorbvRmadedr+eMormAb�aoa rhabwrdwrderftnercuwmrmelndmrhe)owte TC Live 16.00 psf DurFacs LQ1.25 Pm1.15 ` "'atpawd rctotd t `v ud b'fbe&WbuJfV�wf0e`a�r*kwins ,�f�aa� rr�„ f� / WESTERN WOOD fefvmv/L'b�v�*IbfdrcrvvforJ)avrrheoWJnro,rliAe6vrmnchmdlrlmervltyb+amdbyvrrrMrhmthf�,aaferrddreehmtacAed, wlmaAwim 11e1<d@�erinalApR�lf)�ICt<1nfJflj�lGr�eanlpanaWNdlAellaO✓JrafQAl@aYiHbla%nbOl rLh[aY1fRlNl�IOIIROfbrplat<'AMall}' TCOead ifi.ODpsf Rep MhrBnd 1.15 ®FABRICATORS �grOAIAW-fllmuxlAcaa4mn:mrtm�gjrAe,mmlbtsadrP.:me44ramamreeverplafemnmkaFaBvaateAmx94kAan BC Live 0.00 psf O.C.Spaeing 2-0.0 andbloeeN4traabterr0/dennf"9th rbeJvffmMgmm�kn(c'1DA7DETAnSbpnunint,WAMPIA WMV-D'aa)7hwCawce BC Dead 10.00 Design Spec UBC -97 grAmarmsta,.hWD.jpA pwutMrrl,71ANDr1 HATALUNCAMERAnNDAWALPLATE amircrEoWOWrRtusts psf 3700 R EGO ROAD. ELVERTA. CA 95626 - filla.91) md'N/D•91 SUUAURYSNEGrby IPL fie fiat Plate 1hattwe (TPD a tonAW 0 DUnfito DrOn Afmamm Whreada 71719. 76eAw&&=FmmmrdPWAnadmtan(AI•PA)bloottedm11#11P>.AW, NW. So804ffokegoaDCJ0al4 TOTAL 42.00 psf SegnT6.5.41- 0 Job Name: HORTON0506 SRO a -Loc REACT SIZR IISO-O TC 20 DFL 01 BC 2X4 DFL til 1 2- 9-12 569 5.50•: 1.50• 29- 9- 4 320 OUR 1.50• WES 2X4 DFL STANDARD Loaded for 10 PSF non -concurrent SCLL 1080 RagoIamu ms shave are based Omar the troan matorial at oaob basting End vartleals designed for axial loads only. an 1010 1AKGZR/CLZp NO•t8 Extensions above or below the Was profile 2 074 16d (H any) require additional cansldmaUOn supportCoetar IO /Hanger ial are (by others) for Wit. loads on the bldg. not oedb SBS SnMSGH CATALOG POR ADo1TIam rUSTALLATIOH NOTES TC PORCH AXL END Car 1-2 196 0.02 0.36 0.30 2-3 -217 0.00 0.36 0.36 3-4 54 0.01 0.15 0.16 Sc FORCE ARI. END Car 5-5 173 0.02 0.07 0.10 6-7 164 0.03 0.07 0.10 7-8 94 0.01 0.07 0.06 W90 PORCH Car WHO PORCH C9I 2-6 -480 0.05 3-8 -403 0.11 2-7 100 0.07 4-E B2 0.03 3-7 119 0.05 Truss ID: 133 Drwg: Plating Spec: ANSVTPI.1995 THIS DESIGN IS THE COMPOSITE RESULT OF This truss Is designed using the UBC -97 Coda. Bldg Enclosed - Yos, Importance Factor =1.00 MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 1"607. PLATING BASED ON GREEN LUMBER VALUES. Truss Location -End Zane HurrlranclOcoan Una = No, EXp Category- B 16.00 psf Bldg Length = 80.00 it, Bldg Width - 13.0011 16.00 psf Moan roof height = 12.0414 mph = BO UBC Standard Occupancy, Dead Load = 26.0 per 9-0 r 1 2 a s 4 5.00 5.00 44 All plates are 20 gauge TfuswRI Connectors unless preceded 32 0-0 5 6 7 B 8j STUB wr for HS 20 gauge or "H" for 16 gauge, poslUGned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. ® nd. mrtoerrosk' muthAffwr�na rWIUN A"A ntje"' �a+r�,�adlrmtm.plevrlkeerrkwyoeaaa=� adeaorrae,arc+�meae,teaormK,rrae.a!'Tr'Io,wrnFPe�erte 1wr*aanwrO•aanwla/kramnan: Dnue�ere,u arembe aerOtdbP lbs meglonrnriwmrfenwerandbrbvWre2,tdprQpMarrojabMmrmn. lirefMrdfnt deMpe:wen waMaferba the feed+ wffcdan lhb dedtd mcd arvased the leadfdt hWwd bl"he level Wh0nt mdedd 1hepedmhlrel>plfemfm+ ThedeMy+lm+uav+dtolhefo"bad WESTERN WOOD oiwealybeadby rheWar/fadrehemhrdt Wd 11W MUM Owls mem111'Newlble�i�+�f^t&WvWd1,=tr UW.W, dahuahenMm meet 11+dclntrbadafeferlmerelelppan 4/cwWdamnrue+lbe+e dd/y tordatX pdd!lntfentl4 11[r mvyeaxnrf8allro/bdptawd1. r ®FABRICATORS eavlranmellrrhw Mlfaeuw fM maatwe cadlmrgfrN emdrodsntx/11M: endhtrmwemetuerorPfwe eorroMea Fa lybvdr edla hutdl d,etbrwerho mmfnarsa kem aLhdr.%dlaMdtnaedaNr: 'lO/NTD67ditsby Thauvt :INAQPI1: 1170.1 l'-IVaad1MU eh -0 gfdmcAmS mfi"Drjp, Ra;v Mb Uk%7UNDLNG/N ALUNU0D BRA CNGMEDAL PLA TE CONNb'C7F11 WOOD TR LOW 3700 RIEGO ROAD. ELVERTA. CA 95629 .(N/D•vlLadd'Nla•vi SU1hIlARYSf1EET•6y 1F1. Tke 7lda PlavinakorcfTFD lrlaaeda1 D10rsoyla 0rh+e'Vddlmn.7W,auh17)Tly. Thd W,ofmdFarrMWRVarAnadmtmfaFP.Oftfdcwdw111119"regNA:Se8001VadMg n.DC290Nt MAX DEFLECTION (span); U999 MEM 6-7 (LIVE( LC 22 L.4LO1•' D=-0.01" T--0.02" MAIL DEFLECTION (cant) : U999 MEM 5.6 (LIVE) LC 22 L. 0.02•' D. 0.00" T= 0.01" esu Joint Locations eso 1 0.0-0 5 a•0.0 2 2.7.12 6 2-7-12 3 9.0.0 7 7- 6--9 4 10-0-0 8 10.0.0 Eng.Job:.EJ. Chit: MC Dagnr. KJD TC Llve 16.00 psf TC Dead 16.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 42.00 lost Scale: 13132" =1' JOB#: S2241LOI Truss ID: 133 DurFacs L=1.25 P=1.15 Rep Mbr and 1.15 O.C.Spscing 2- 0- 0 Design Spec UBC -97 Satin T6.5.41 - 0 Job Name: HORTON0506 BRO E-LoC REACT 61zs ae0'D TC 2x4 DFL #1 1 2- 9-12 701 9. so" 1.50" BC 2x4 DFL 01 3 is- 3- 4 562 fl.so- 1.se. WEB 7x4 DFL STANDARD IlttD eaOuTREiGMrs abora aro based ORLY Lumbar shear allowables am per NOS. ial an the truss materat var-h bearing PLATING BASED ON GREEN LUMBER VALUES. TC FORCE ARL OND CST 1-2 230 0.03 0.30 0.32 2-3 •593 0.00 0.36 0.36 3-4 -499 0.00 0.51 0.52 Bc FORCE A= END CBs 9-6 -169 0.02 0.05 0.07 6-7 -158 0.01 0.19 0.21 7-8 ae2 o.os o.2D 0.2s 8-0 -25 0.011 0.39 0.39 8-9 0 1.00 0.39 0.39 NOB FORCE CBI NEB FORCE C.912-6 -730 0.06 3-8 -130 0.OS 2-7 509 0.21 4-8 416 0.16 3-7 -91 0.04 4-9 -468 0.05 '�«»• Imo,•., - y-0 a 8-10-10 t 2 3 4 500 cM-1 •5.00 I 15-18-10 6 s 7 e 9, STUB MAX DEFLECTION Ispon) : L1999 MEM 7.9 (LIVE) LC 19 L-0.04" 0-0.08" T+-0.09" MAX DEFLECTION (cant) : 1.1999 MEM 5.8 (LIVE) LC 22 L- 0.02" D- 0A0" T= 0.02" ® Joint Locations ®� 1 G-0-0 6 2.7-12 2 2- 7-12 7 11-0- 0 3 8.0.0 0 12-0.0 4 15-10-10 9 15.10-111 5 o-0.0 a -1-t SHIP 42pFESS10N,q Connectors unless by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Oetall Reports available from Truswal software, unless noted. Truss ID: 134 Drwg: Plating spec : ANSI1rPl -1995 This truss Is designed using the THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. UBC -97 Code. Bldg Enclosed = Yos, Importance Factor .1.00 PLATE VALUES PER iCBO RESEARCH REPORT 01607. Truss Location = End lone Leaded for 10 PSF non-concurtant BCLL. HunlcanalOcsan Line a No. Exp Category a B 7�,ro,� �fWanr�fr�,ran+aarrea� raalauam�ra nhar,keaca,era„�r>mjwa*,ea.af�aarl�e�npnn�r ,,r�r Bldg Length = 60.00 ft, Bldg Width - 13.00 fl Truss ID: 134 Mean roof helght= 12.04 ft, mph a 80 mddane In oceerrlwwr airE rhsemren/ver(anr nl7Plard.IFPAJaIy^+m+"lurth N°rriPaarfbeGl'4wwiudlm dLum+iawlum,mR7: Dlu,rnlfmu UBC Standard Occupancy, Dead Load = I6.0 pst '�«»• Imo,•., - y-0 a 8-10-10 t 2 3 4 500 cM-1 •5.00 I 15-18-10 6 s 7 e 9, STUB MAX DEFLECTION Ispon) : L1999 MEM 7.9 (LIVE) LC 19 L-0.04" 0-0.08" T+-0.09" MAX DEFLECTION (cant) : 1.1999 MEM 5.8 (LIVE) LC 22 L- 0.02" D- 0A0" T= 0.02" ® Joint Locations ®� 1 G-0-0 6 2.7-12 2 2- 7-12 7 11-0- 0 3 8.0.0 0 12-0.0 4 15-10-10 9 15.10-111 5 o-0.0 a -1-t SHIP 42pFESS10N,q Connectors unless by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Oetall Reports available from Truswal software, unless noted. Scale: 5116" =1' All plates are 20 gauge Truswel preceded WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S22411A1 7�,ro,� �fWanr�fr�,ran+aarrea� raalauam�ra nhar,keaca,era„�r>mjwa*,ea.af�aarl�e�npnn�r ,,r�r Chit: MC Truss ID: 134 mddane In oceerrlwwr airE rhsemren/ver(anr nl7Plard.IFPAJaIy^+m+"lurth N°rriPaarfbeGl'4wwiudlm dLum+iawlum,mR7: Dlu,rnlfmu Osgnr. KJO ® w.mea.er0rd6yl6ecvnypnenr dshe amraad edITdliO N{yvded fr haP DropucWkwhm Thdedga nlnrA 11twd M �er��aa.a,�nt�, TC Live 16.00 psf DurFaes L=1.25 P=1.15 WOOD rrnr�.f�.a�a�a�,r�arr�'�er�r�nt�le�fl,�r,a.�r1�1� blole,alryE,ased Ey r��J�J�f��y°f�yy�"��bf°�ym�(yyyr(y�GJy}emAtn; nnyofol dhmlyeamded, m+lmalrrvim TC Dead 16.06 psf Rep Mbr Grid 1.15 WESTERN norda,annr,n�a�Inrrmaar+�mrralan"p°•'""ner'o°pbl"^R^"ar ray°.7ar'�w,°""'ealian`°`Fr°n`emam• Wine�JlP:amMwca, cwmLsrwpha-rmrrom Fablcwe4am0abuml/ eCuve g.0opsf O.C.Spaeing 2-0-0 ®FABRICATORS fAwra"'°m4Am.do theftwI mmwd'd'Asa y�rnr„�roa® r, ,east rta�otro Mr,nmva,a: sOlNrosr 1Lrey7"watOAyvrFfI:lc7['AI*'WOWTh-C---a BC Dead 10.00 psf Design Spee UBC -97 3700RIEGOROAD, ELVERTA,CA95526 q(AmWw SmndanlDedxn ecv+a.dMolle; NANDLNG1A5TXWNDANDVMC1NG AIETAL PLATE CONNEQED IIOOD TAIISIM .fNNI.4Umd711D•YISUAUfABYSNEET6y?VLThe rmnPfweLWw-Udism,IV=uw0JJ7n! TOTAL 42.00 psf SegnT6.5.41- 0 TkAmo w Fwal andPgWA=xWb" 14"M 19 kwd=10t )III I ft S aa• MP. 9e a04 lywhi�tae. VC -V le Truss ID: 135 Drwg: Job Name: HORTON0606 This truss is designed using the BRO a -Luc REAcr size RBO'D TC 20 DFL 01 UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 1 2- 8-22 703 5.5a• 1.50• BC 2X4 DFL #1 Truss Location = End Zone Category B! 9 cane/Ocoae in 2 1s- 3- 4 793 S. so. 1.50• WEB 2x4 DFL STANDARD Loaded for to PSF non-eoneurranl BOLL. it. Bldg Width tt BRO RegnRm®rr0 ebnvn are based mmy Moan roof height = 12.14 f1. mph n 60 on tba twee material st anch bearing UHC Standard Occupancy, Dead Load - 26.0 pst TC FORCE AXL END C81 ® 1-2 221 0.02 0.33 0.36 ' 2-3 -509 0.00 0.33 0.34 ' 3-4 -589 0.00 0.33 0.34 TC Dead 16.00 psf 4-5 221 0.02 0.33 0.36 WESTERN BC FORCE Alm END C91 ' 6-7 -160 0.02 0.05 0.07 ®FABRICATORS 7-e 1S8 0.00 0.10 0.16 BC Dead 10.00 psf 8-9 475 0.04 0.18 0.22 9-10 158 0.00 0.16 0.18 10-11 -160 0.02 0.09 0.07 3700RIEGOROAD, ELVERTA.CAOHIO WEB FORCE 09I WEB FORCE CSI TOTAL 42.00 psf 2-1 -731 0.08 3-9 -93 0.04 2-8 480 0.19 4-9 480 0.19 3-8 -93 0.04 4-10 -131 0.05 Truss ID: 135 Drwg: _ Plating spec: ANSOTPI.199S This truss is designed using the THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 PLATE VALUES PER (CBO RESEARCH REPORT 01007. PLATING BASED ON GREEN LUMBER VALUES. Truss Location = End Zone Category B! 9 cane/Ocoae in WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. it. Bldg Width tt JOB#: 522411.01 Moan roof height = 12.14 f1. mph n 60 , �4Jbrm�ladivfda°1M�0+8nrm°woe=°"ai n'+� h=b"6-W0" i..bihoomp ntwwnfjenmer daPPa✓arnmedanar. No.era=meraam.aed�dru,mn°ncla<aroa amend- UHC Standard Occupancy, Dead Load - 26.0 pst • ry. IN 9-0-0 8-0-0 1 2 3 4 5 15.00 _ 4.4 -5.00 tB-D-o 0 7 0 9 10 11 MAX DEFLECTION (span) : 1.1899 MEM 8.9 (LIVE) LC 19 L- -0A3" D- -0.04' T- -0-07- MAX DEFLECTION [cant): 0999 MEM 6.7 (LIVE) LC 22 L. 0.01' u. DAO" Ta 0.91" - Joint Locations 1 0.0.0 T 2-7-12 2 2- 7-12 a 6-0.0 3 9-0-0 9 12-0-0 4 15-4-4 10 15.4.4 5 19.0-0 11 19-0-D 9 0.0.0 ! &ESSION L omp H A "MX" "H" for 16 positioned per Joint Datall Reports available from Truawal software, unless noted. _-S-cale: 9132" = 1' All plates am 20 gauge Truswal Connectors unless preceded by for HS 20 gauge or gauge, WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job* EJ. JOB#: 522411.01 , �4Jbrm�ladivfda°1M�0+8nrm°woe=°"ai n'+� h=b"6-W0" i..bihoomp ntwwnfjenmer daPPa✓arnmedanar. No.era=meraam.aed�dru,mn°ncla<aroa amend- Chit: MC Osgnr. KJO Truss ID: 135 ® mdamroaa�do.mM,murwFeatw.r°m°�rnia merol."v0ldtp�rhareuwanemwwapforwdMrDu(!diorda4'�Prolub+lmnoa fi°AultdtnrJnlr°er°Neao:rmforharthehmdr n"`�°0""°"rsmrA°e��,enl TC Uva 16.00 psf DurFaes L=1.25 P=1.15 WOOD uuaeun°rldraensn.�+ar�rn°mdr°rrm+er°dbrl+e�l��ra�°°odrklr°"+�°1a" 1tb h'�`r� r�rODfOrM0r0 drA°101°tAmdylwau!!<h°a'ltyarMldrAmrNnarowrxald:+rdrYmtahed. cntm°�herulrr TC Dead 16.00 psf Rep Mbr and 1.15 WESTERN swat D+erMrrh""ntri°ranee+nywwl°Im�u"reuN�°h�a°ry•ronawurnr�rr• 7eam°we,.w,e°9"ah°y°aeamma &dad SC Live 0.00 psf O.C.Spacing 2-0-0 ®FABRICATORS mV(r""M"ffhWKYllo/A°wa6lerrvurfrel°IdruoOdlaacea7l�iwJbr[Cemcoa�larplafem^e+baFeBArvtth"e<rC nasi Artier thfrrrvaUatta+rWiae udh rA"JhUw,inrrrw,✓anb: 70lN7DElA/rSbY 7huuaL 'ANS!/rPI1: 1V1C11••n'°od7lun Cau°r!! BC Dead 10.00 psf Design Spec UBC -97 ofAwnw STwdard Derrrn lAerpaar(6o 11"'HANOLINV INSTArl.NGAND DRAONG A(SlAL PLITECONNECTM rMOD TRt/STDb- 3700RIEGOROAD, ELVERTA.CAOHIO .(!f!D•Dl)na)•HID-91SUAIAtADrSHEVby7Pl. The rlwi rlwr hurAnaerTlVl r, lacmmrm DlharfAa Dr(rc Mafkaa 07.mw("A3T1°• ".DCI00i4 TOTAL 42.00 psf Segn T6.5.41- 0 TheAna"(mn1'aorandPryKrAu°dwlan(AtTAIItlaerteJmfill19thamd.MI;SterotaA1'AwV Job Name: HORTON0506 Truss ID: BSA Drwg: ego a -LOC aancr 9IZH Re0'0 TC 2x4 DFL #1 1 2. 8.12 66] 5.50• '1.90• BC WEB 2X4 OFL #1 2X4 DFL STANDARD 2 15- 3- • 7662 9. so• 1.6a• Bg6 MO02At UMS .Lown ora heated MMY SLIDER 2X4 DFL 01 an the trua■ =etarial at each bearing PLATING BASED ON GREEN LUMBER VALUES. TC PORCH AAL END CBI 1-2 -39 0.00 0.12 0.12 t`f 1-2 -104 0.00 0.32 0.32 NEB 2-7 2-3 -563 0.00 0.32 0.32 `• % ®� MAX DEFLECTION (span . U999 MEM 8.9 (UVE) LC 19 3-4 -566 0.00 0.34 0.34 2-8 3-8 3-9 383 0.15 4-10 -729 0.08 73 0.03 SE.DRr. -14 0.01 -92 0.09 4-5 220 0.02 0.34 0.36 L=-0.03' D=-0.04" T=-0.07' MAX DEFLECTION (cant LfB99 MEM 10.11 (LIVE) �C 71 0-9.4 10 11 STUB All olates are 20 gauge Truswal Connectors unless preceded by "MX" for H5 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. ® rhhdarlra 4faran_hglaulhnlhd.d w:daw!frofdldr AFP.4+. /!herleen 6omfaaspcYuudanrpmr(detlbJ•l/n+ranynm+rt YYtny(mYDl ead,fanr(a aRmda.mMlA rhrrarrrnfYmfare.JlPI av1AFPAda/la rfaadanA'. Ab rcrp.�UOy lr arnwalfarJfYrcfuPonalamma'• Dl,wulanr mrro6.rrrff�bPfhecwbo.ml+rmnq(aawvanLbrbulAltagdaR+rcrPr(a''rol�+ fon 7ArAWfdl�deddaerma"'10'"now1bAn(mdr WESTERN WOOD YNrraltee thk Jaldn Yon araysd fAr rawrlar laq med fryN.WMfaJ/�npa.kaadflapnnldzkwhtngm a rhrd.rfxaamm tha,7h.f.Prhaa! a fmaalfp dmnllry Ife zeJar/lo.rrhm7h1e2 m+d The laaftrwt eAw14lafeml0•Aroe=Ifry u niddrhrarhlnd waMd dl�eeflj•anaehYd, Y.Iea dlwnAir naval fA.claarhone eJorrarwlrnpp.n qfm pm+mu wienhen enlrroftduee hurVlM lrndfA. 7Nrmupaaw&hd/nn6epl=dMaV ®FABRICATORS r""r'0'""C"rfAar M6raurrlM mp4fn,a.vnrem oflae naadro eutn/1Dl: nadbrmaemnneaarpfaf.raeadaa F'-Wwd7h-4fnrmlf amrAmcr fh4fnarfe aawdmxe idfAfhefolW,fog nanJa,dr. YOIM'06T.1/19hr 7}uaYel%fMllrll'i ): 1I7ri1 f'. Wmd7FY++CwuufJ afAinufra sl.ndard Qr+lta Be�wo�fAanrg 'luxnuxe msrfLirlve.lNa aruenvc dlaru. PutseroAWartsn Woon rntrass' 3700 RIEGO ROAD, ELVERTA. CA 95020 .(Hll6ell.ad WIB.a131fMuAar NEErio'7PI. 7A.TiY=Piafe /aNfWe (1P1/hI.rabdN D10rtnJHn 1b � adhfm, aRtmmh�1r71V. the Amnkas FarrAwrIP4wPAvodaflm(AFPAlekMadar l7111WA STne.r, M7 ed00, Warh Eng. Job: XJ. Truss ID: BSA Drwg: Plating spec : ANSVTPI.1995 This truss Is designed using the THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Cade. Bldg Enclosed Yes. Importance Factor a 1.0a MULTIPLE LOAD CABER. PLATE VALUES PER ICED RESEARCH REPORT 01607. Truss Location a End Zone Hurrlcanal0cean Line - No Exp Category = B Loadod for 10 PSF non•concufrent BCLL. , Bldg Length' 80.00 ft, Bldg Width - 13.00 It - Mean roar height = 12.04 It. mph = 60 B-9 9-10 10-11 UBC Standard Occupanry, Dead Load - 26.0 pet 0-9.4 10 11 STUB All olates are 20 gauge Truswal Connectors unless preceded by "MX" for H5 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. ® rhhdarlra 4faran_hglaulhnlhd.d w:daw!frofdldr AFP.4+. /!herleen 6omfaaspcYuudanrpmr(detlbJ•l/n+ranynm+rt YYtny(mYDl ead,fanr(a aRmda.mMlA rhrrarrrnfYmfare.JlPI av1AFPAda/la rfaadanA'. Ab rcrp.�UOy lr arnwalfarJfYrcfuPonalamma'• Dl,wulanr mrro6.rrrff�bPfhecwbo.ml+rmnq(aawvanLbrbulAltagdaR+rcrPr(a''rol�+ fon 7ArAWfdl�deddaerma"'10'"now1bAn(mdr WESTERN WOOD YNrraltee thk Jaldn Yon araysd fAr rawrlar laq med fryN.WMfaJ/�npa.kaadflapnnldzkwhtngm a rhrd.rfxaamm tha,7h.f.Prhaa! a fmaalfp dmnllry Ife zeJar/lo.rrhm7h1e2 m+d The laaftrwt eAw14lafeml0•Aroe=Ifry u niddrhrarhlnd waMd dl�eeflj•anaehYd, Y.Iea dlwnAir naval fA.claarhone eJorrarwlrnpp.n qfm pm+mu wienhen enlrroftduee hurVlM lrndfA. 7Nrmupaaw&hd/nn6epl=dMaV ®FABRICATORS r""r'0'""C"rfAar M6raurrlM mp4fn,a.vnrem oflae naadro eutn/1Dl: nadbrmaemnneaarpfaf.raeadaa F'-Wwd7h-4fnrmlf amrAmcr fh4fnarfe aawdmxe idfAfhefolW,fog nanJa,dr. YOIM'06T.1/19hr 7}uaYel%fMllrll'i ): 1I7ri1 f'. Wmd7FY++CwuufJ afAinufra sl.ndard Qr+lta Be�wo�fAanrg 'luxnuxe msrfLirlve.lNa aruenvc dlaru. PutseroAWartsn Woon rntrass' 3700 RIEGO ROAD, ELVERTA. CA 95020 .(Hll6ell.ad WIB.a131fMuAar NEErio'7PI. 7A.TiY=Piafe /aNfWe (1P1/hI.rabdN D10rtnJHn 1b � adhfm, aRtmmh�1r71V. the Amnkas FarrAwrIP4wPAvodaflm(AFPAlekMadar l7111WA STne.r, M7 ed00, Warh Eng. Job: XJ. EC FORCE AXL END Cox Dsgnr. KJD TC Live 18.00 psf 6-7 • 7-8 127 0.02 0.06 0.011 140 0.00 0.18 0.18 4 0.00 psf BC Dead B-9 9-10 10-11 472 0.04 0.18 0.22 19B 0.00 0.17 0.11 -159 0.02 0.05 0.08 42.00 psf t`f NEB 2-7 PORCH CBI W8e PORCH CBI -652 0.07 4-9 477 0.19 `• % ®� MAX DEFLECTION (span . U999 MEM 8.9 (UVE) LC 19 2-8 3-8 3-9 383 0.15 4-10 -729 0.08 73 0.03 SE.DRr. -14 0.01 -92 0.09 _ ` �`' ®/ � , A L=-0.03' D=-0.04" T=-0.07' MAX DEFLECTION (cant LfB99 MEM 10.11 (LIVE) �C 71 L- 0.01" on 0.00' Ta 0.01' 9.4 9A D -Joint Locations � 3 4 5 1 2 2 1-5.0 8 4-9.4 3 7.9-4 9 10.9-4 - 5J' 00 -500 5 16.9.4 11 14.1 8 6 0.0.0 4.4 2.5.4 2.6-4 4 i-1 4-1 3.4 34 SHIP IT 3'1 a-10-3 3. 10-4.1 � O Nfl( 2.5.4 f R, Z5.4 2-14���� 2 //'7J311 B1 E12 2.6'0 ' ' 1 0-9.4 10 11 STUB All olates are 20 gauge Truswal Connectors unless preceded by "MX" for H5 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. ® rhhdarlra 4faran_hglaulhnlhd.d w:daw!frofdldr AFP.4+. /!herleen 6omfaaspcYuudanrpmr(detlbJ•l/n+ranynm+rt YYtny(mYDl ead,fanr(a aRmda.mMlA rhrrarrrnfYmfare.JlPI av1AFPAda/la rfaadanA'. Ab rcrp.�UOy lr arnwalfarJfYrcfuPonalamma'• Dl,wulanr mrro6.rrrff�bPfhecwbo.ml+rmnq(aawvanLbrbulAltagdaR+rcrPr(a''rol�+ fon 7ArAWfdl�deddaerma"'10'"now1bAn(mdr WESTERN WOOD YNrraltee thk Jaldn Yon araysd fAr rawrlar laq med fryN.WMfaJ/�npa.kaadflapnnldzkwhtngm a rhrd.rfxaamm tha,7h.f.Prhaa! a fmaalfp dmnllry Ife zeJar/lo.rrhm7h1e2 m+d The laaftrwt eAw14lafeml0•Aroe=Ifry u niddrhrarhlnd waMd dl�eeflj•anaehYd, Y.Iea dlwnAir naval fA.claarhone eJorrarwlrnpp.n qfm pm+mu wienhen enlrroftduee hurVlM lrndfA. 7Nrmupaaw&hd/nn6epl=dMaV ®FABRICATORS r""r'0'""C"rfAar M6raurrlM mp4fn,a.vnrem oflae naadro eutn/1Dl: nadbrmaemnneaarpfaf.raeadaa F'-Wwd7h-4fnrmlf amrAmcr fh4fnarfe aawdmxe idfAfhefolW,fog nanJa,dr. YOIM'06T.1/19hr 7}uaYel%fMllrll'i ): 1I7ri1 f'. Wmd7FY++CwuufJ afAinufra sl.ndard Qr+lta Be�wo�fAanrg 'luxnuxe msrfLirlve.lNa aruenvc dlaru. PutseroAWartsn Woon rntrass' 3700 RIEGO ROAD, ELVERTA. CA 95020 .(Hll6ell.ad WIB.a131fMuAar NEErio'7PI. 7A.TiY=Piafe /aNfWe (1P1/hI.rabdN D10rtnJHn 1b � adhfm, aRtmmh�1r71V. the Amnkas FarrAwrIP4wPAvodaflm(AFPAlekMadar l7111WA STne.r, M7 ed00, Warh Eng. Job: XJ. Chk: MC Dsgnr. KJD TC Live 18.00 psf TC Dead 16.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 42.00 psf Scale: 5116" =V JOB#: 522411.01 Truss ID: 135A OurFacs L=1.25 P=1.15 Rep Mbr and 1.15 O.C.Spacing 2-0-0 Design spec UBC -97 T8.5.41 - 0 Job Name: HORTON0506 Plating spat: ANSIrrPI.1995 THIS DESIGN IS THE COMPOSITE RESULT OF 9RD x_UM REACT SIZE ' R80'0 TC BC 2x4 DFL #1 2xe OFL 1x2 1 2- 6-12 2506 5.50• 2.67• 2.26• WEB 2R4 DFL STANDARD 2 1s- 3_ 4 2471 5.59- ss0 ReanllID!@ae shown are basad ONLY 294 OFL #1 1.6,10-s bracing isequi ed to an the truss estarlal at anab hearLog Permanent � linSCSI S-0others3 TC FORCE TILL BND C91 1-2 -2698 0.07 0.15 0.22 2-3 -2396 0.04 0.09 0.13 3-4 -2394 0.05 0.11 0.16 4-5 -2633 0.06 0.16 0.22 9-6 -188 0.03 0.16 0.11 BC FORCE ARL HND CSI 7_8 -25 0.00 0.34 0.24 8-9 2400 0.31 0.33 0.64 9-10 2533 0.32 0.33 0.65 10-11 223 0.00 0.19 0.19 11-12 167 a.00 0.19 0.19 1138 FORCE Cox Wa0 FORCE CSI 1-7 -2051 0.22 4-9 -448 0.12 1-8 25117 0.39 4-10 269 0.10 2-6 135 0.04 5-10 2643 0.40 2-9 -293 0.08 5-11 -2246 0.25 3-9 1596 0.64 pwvant rota o pp 0. and AN9VTP11. Truss ID: 136 urw : Plating spat: ANSIrrPI.1995 THIS DESIGN IS THE COMPOSITE RESULT OF This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Truss Location a End Zarin HurricanalOcoan Line = No, Exp Category' B Loaded for 10 PSF non -concurrent SCLL PLATING BASED ON GREEN LUMBER VALUES. Bldg Length - 80.00 It, Bldg Width a 13.001t Mean roof height a mm ft, mph a 80 UBC Standard Occupancy. Deed Load a 26.0 psf --LOAD CASE #113 FBIGN LOADS Dir LPIf LLoe R.Plf R.Loc LLJTL TC Vart 64.06 2.6.0 64.00 is- 0.0 0.50 BC Vert 315.00 2.6-0 315.00 11.0.0 0.35 BC Vert 20.00 11=0-0 20.0010.0.0 0.00 ...Type_ Itis XLcc L BC Vert 1141.0 12•,0- .3a 4.4 131 1141# 15.6-0 T 8 9 113 11 12 STUB All plates are 20 gauge Tfuswal Connectors unless preceded by "NW for HS 20 gauge of "H" for 16 gauge, positioned per Joint Detail Reports available from Ttutlwaf software, unless noted. Eng.Job:.EJ. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. fihrSxfrrrtr(aranrodr.Mudcufw:nla>^Irmlrnarnmon uAmtemAomlaelmf+^+ur+AvldtdA/•dr�'w°°QU'�"rd°a°er DsgnrM. KJD ® msl,Smefaaaeela„zugb rAr nurser wnbrvof7P/uodAFr'A deNDl paeAcrdc N°mrPoru(N8 P hp mrwee,M/4+/Ar�m^mO1nO"'Jotm'°'mdu'fW7d7 r'totr°°r°K°'wla6rt"r rhd TC Llve 16.00 psf mtlradwrhhdedrrr Neo vesma/rSelaaaMtbN�+dSPdirfocal hulydMr arta arol rSapmr(alare9rPlloutma Tip d,rlaaamu¢, rhr:9+dived WESTERN WOOD btmnsGl tmanl6y rhermJapoor,harAlar eadrAe mrrawds dl,/weroer 6rernt b,•u nrbl,ArwAlal "mrarardh w aunleu arheMrr TC Dead 18.00 pet "wet 8rocr„B,Ss,m 6farf"oernl,uppsn glanvr^•.au ramrben satrrorehxw bnolrMi Aesrrb. ThUa"y,mrmr d�a0,"u brpla=d plaontrooar FABRICATORS eAd791wmfMs' "I' r'ArrwomrraweeroJrhe"awmewed/➢!:andNrwmcos mrP t FTrAI""wdThrCAu9 BCDea Live 10.000.00 f od Sroae rhtr mar rs armntmrar ush du/erre*arxo"d°'dr' 9DurrasD BIUC fiwvt LPL4Tv/:NMW r, wDGD rq cwncs BC Dead 18.00 pet aJAuura SYrndmd Oe,fln 8agpmtbdalr; 'HANDIJNG nYsrAWNG AND 81tA1'tNG AISTAL PLtTECONHE'C1fiD NDOD 7RUSSEI' ]700 RIEGO ROAD, ELVERTA. CA SV-M.lH1a•glJeed7fl8•VISL/AthmorwE67'bPTPL 7hrT u Pfare AurinoerrP/1(r foardmDYJegfiio Drbc AfmfUaa Mav"+w JJ7lA TOTAL 42.00 psf The rbmdum Fme,r and PaperAmdwlon (AFPAI b lacwd w Ill) lidr SLrer. NW. Ste Seo IParhrnpoa. DCIooiS 7lC Scale OB#: S2241LDI Truss ID: B6 DurFacs L=1.25 P-1.15 Rep Mbr end 1.00 O.C.Spacing 2- 0. 0 Design Spec UBC -97 Seqn T6.5.41 - 0 MAX DEFLECTION (span) L1999 MEM 8•9 (LIVE) LC 2] MAX DEFLECTION (cant): U999 MEM 11.12 (LIVE) LC 23 L= 0.02" Oe 0.01" To 0.02" 13.6.0 9-0.0 1 2 3 4 5 6 -5.00 , no Joint Locations 1 U-0-0 7 0-0-0 3-3-14 a4 ] 6.6.0 9 6.6.0 4 9.8-2 10 9-8-2 s 1z-10.4 11 12-10-4 5rQQ 6 15.6.0 12 15.6-0 4.4 131 1141# 15.6-0 T 8 9 113 11 12 STUB All plates are 20 gauge Tfuswal Connectors unless preceded by "NW for HS 20 gauge of "H" for 16 gauge, positioned per Joint Detail Reports available from Ttutlwaf software, unless noted. Eng.Job:.EJ. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. fihrSxfrrrtr(aranrodr.Mudcufw:nla>^Irmlrnarnmon uAmtemAomlaelmf+^+ur+AvldtdA/•dr�'w°°QU'�"rd°a°er DsgnrM. KJD ® msl,Smefaaaeela„zugb rAr nurser wnbrvof7P/uodAFr'A deNDl paeAcrdc N°mrPoru(N8 P hp mrwee,M/4+/Ar�m^mO1nO"'Jotm'°'mdu'fW7d7 r'totr°°r°K°'wla6rt"r rhd TC Llve 16.00 psf mtlradwrhhdedrrr Neo vesma/rSelaaaMtbN�+dSPdirfocal hulydMr arta arol rSapmr(alare9rPlloutma Tip d,rlaaamu¢, rhr:9+dived WESTERN WOOD btmnsGl tmanl6y rhermJapoor,harAlar eadrAe mrrawds dl,/weroer 6rernt b,•u nrbl,ArwAlal "mrarardh w aunleu arheMrr TC Dead 18.00 pet "wet 8rocr„B,Ss,m 6farf"oernl,uppsn glanvr^•.au ramrben satrrorehxw bnolrMi Aesrrb. ThUa"y,mrmr d�a0,"u brpla=d plaontrooar FABRICATORS eAd791wmfMs' "I' r'ArrwomrraweeroJrhe"awmewed/➢!:andNrwmcos mrP t FTrAI""wdThrCAu9 BCDea Live 10.000.00 f od Sroae rhtr mar rs armntmrar ush du/erre*arxo"d°'dr' 9DurrasD BIUC fiwvt LPL4Tv/:NMW r, wDGD rq cwncs BC Dead 18.00 pet aJAuura SYrndmd Oe,fln 8agpmtbdalr; 'HANDIJNG nYsrAWNG AND 81tA1'tNG AISTAL PLtTECONHE'C1fiD NDOD 7RUSSEI' ]700 RIEGO ROAD, ELVERTA. CA SV-M.lH1a•glJeed7fl8•VISL/AthmorwE67'bPTPL 7hrT u Pfare AurinoerrP/1(r foardmDYJegfiio Drbc AfmfUaa Mav"+w JJ7lA TOTAL 42.00 psf The rbmdum Fme,r and PaperAmdwlon (AFPAI b lacwd w Ill) lidr SLrer. NW. Ste Seo IParhrnpoa. DCIooiS 7lC Scale OB#: S2241LDI Truss ID: B6 DurFacs L=1.25 P-1.15 Rep Mbr end 1.00 O.C.Spacing 2- 0. 0 Design Spec UBC -97 Seqn T6.5.41 - 0 Job Name: HORTON0506 PRO s -Lac REACT SizeREO'D TC 2x4 DFL #1 BC 20 OFL 61 1 2- 0-22 1146 9.50" 1.5a" 2 Id- 3- 4 1146 5.50- 1.50" WEB 20 DFL STANDARD Drainage must be provided to avoid ponding. etcd turoeiRsrnarra share aro bmad MILT ConUrtuoua lateral bracing allached to flat as can trua4 metarial at encb baarlog TC as Indicated. Lumber must be structural TC FORCE ARL PND 1291 grada. Brace® 24" ox. unless noted. 1-2 267 0.04 0.33 0.17 2-3 -994 0.01 0.13 0.14 3-4 -1462 0.03 0.35 0.38 4-5 -1462 0.03 0.35 0.36 5-6 -994 0.01 0.13 0.14 6-7 267 0.04 0.13 0.17 HC PORCH ARL END C91 0-9 -210 0.00 0.10 0.10 9-10-200 0.00 0.10 0.10 10-11 B91 0.13 0.07 0.19 11-12 991 0.13 0.07 0.19 12-13 -200 0.00 0.10 0.10 13-14 -210 0.00 0.10 0.10 WEB PORCH COX WEB HORCH Cox 2-9 -3038 0.11 5-11 699 0.27 2-10 1033 0.41 5-12 -355 0.05 3-10 -355 0.05 '6-12 1033 0.41 3-11 699 0.27 6-131038 0.11 4-11 -450 0.06 T 21 3-4 =g41 Truss ID: C1 Drwg: rrfcana,ocean Plating spec ANSUTPI -1995 This design based an chord bracing applied TH15 DESIGN IS THE COMPOSITE RESULT OF per the following schedule: max a r- from to MULTIPLE LOAD CASES. PLATE VALUES PER ICBG RESEARCH REPORT 61887. TC 24.00" 5-10.15 13.0.0 Parmanont bracing Is requlmd (by Others) to This truss Is designed using the USC-eT Code. prevent rotationnappling. Sae BCS11.03 Bldg Enclosed = Yes, Importance Factor =1.00 and ANSVTPI I. PLATING BASED ON GREEN LUMBER VALUES. Truss Location = End Zane H Una = No Exp Category - B 5-10-15 1 2 3 4 7-0-0 LESS C u Bldg Length = 80.00 it, Bldg Width = 19.00 it Mean roof height - 14.65 it, mph = BO UBC Standard Occupancy, Dead Load a 26.0 psi LOAD CASE #1 DESIGN LOADS Dir L.Pir L.Loc R.PM R.Loe LUTL TC Vert 64.00 0-0-0 64.00 6.0- a 050 TC Vert se -Go 6i 0- 0 Se -Do 13-0-0 050 TC Vert 64.00 '13' 0- 64.00 19.0-0 0.50 BC Vert 27.50 Cl. ti. 0 27.5019.0.0 0.00 .Type... lbs XLoc LUTL TC Vert 63.9 6-0.0 1.00 TC Vert 83.9; 6.0.0 0.00 TC Vert .83.9 12-0-0 1.00 TC Vert 83.9 13-0-0 0.00 MAX DEFLECTION Ispan) : U999 MEM 11-12 CU vE) LC 70 6 L=.0.02" D=•0.03" T=.0.05" MAX DEFLECTION (cant) Line MEM 13.14 (LIVE) LC 30 L= 11.12" 0= 0.00" T= 0.01" 5 1IF15 I == Joint Locations � 5 B 7 1 0.0.0 6 a•D-0 2 2-7-12 9 2 -?-12 3 5.7.13 10 5.7-13 -5.00 ' 4 9- 6.0 11 9.6.0 5 13-4.3 12 13.4.3 6 16.4.4 13 16-4.4 T7 IS- 8.0 14 19-0.0 2-9.10 I SHIP 19.0-0 8 9 10 11 12 13 14 All plates are 20 gauge TrU5Wal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read all notes an this sheet and give a copy of It to the Erecting Contractor. Eng. Job:.EJ. o TM,d 1F rtjoraa lnwaal ,ahwtdtec,amponewaw aur. gsau. ,, hQ.dm Awa/wq+e lCwfua,p,a,ddmlAy rin, caQy+orrDr atunQiw,�r chll: ® QQdd>nsmarmd� rwnreQou.rnr�.,�Q,alrnr�rAFPAd,lnrm"m.a xQr�QwrblrMaaowerlludzMwrndQ�rQrr Jcr4lQvi�rlOfa6dmrfo" firfuOdhC Jufl'wwmlwarldQ lA&1Ge kmb Dsgnr. KJD w to lv w((k,1,VrM �^'Ae^�IQonulQcaunard6,'Aul4ttnX vested Dari ddsa meet ara medehe fuudfQY fmpamlby Ike food brd80o,,,wk andIhdpQn1W4rg*tdwfan Thedal6emrmuaftlrAe/oprh6n! TC Live 10.00 psf . WESTERN WOOD �� ,yA,aa�A,'therm.w/Isar,hmrNnBwwfthehotmNrdmdklaeralbArocadbl arigld,hewhagmmMdrluvfh•auadaL uNermh-*v Aadltag lrn3tk rMrraDyq+cod,boR not Drpkn'd'ad TC Dead 16.00 psf ®FABRICATORS awed Bmdog,haurr efw,weadaPpon Dj,mtyiveeN, meruhs,aeQ'mreAtn earlrmmeal lhw ldDmWQdK nrofdurcsrnvrw DffhQ MaMlto eaaQd,Y!i wwkr,ad,d0a wwpfweeunndaa Fahrkare hamDy hump drefafkainr nondartic VOINTDCrAUZbjlr�-L-AAmrtPrl:•mar' IVmdTran rwawl BC Uve 0.00 psi BC Dead 10.00 psf owb dertAtr nru In a¢m�A,d,e ash q(Amtdm 9aedmd perHn Re,paarlMOrfeti YIANDUNGINSrAWNGAND6NACrNOA16TALPLTZM%JSC7rD0'OODTRU is 3700 RIEGO ROAD. ELVERTA. CA 65026 - (MIX 111) dad W,D•91 SUA(AMRYSH6br90' TPI. Thr ftn Piave lr dlade r1P0 4 kmra,ai D'O,Dfdo Ddm AfadLu n, a'amndn JJ?IP The Anx.ican Fora Dud PoperArmdDllon (AFPA) U laaurd w lift 1914 2m%1. Mr.. so JW, irarh(natoa. 0(7200.16 TOTAL 42.00 psf Scale: 1/4" =1' JOB#: 522411_01 Truss ID: C1 DurFacs L=1.25 P=1.15 Rep Mbr end 1.00 O.C.Spacing 2-0-0 Design Spec URC -97 Seqn T6.5.41- 0 Job Name: HORTON0506 RRO E -WC REACT SIZE REO'D TC 2x4 DFL 01 1 2.8-12 827 5.50• 1.50" BC 2x4 DFL 61 10- WEB 2x4 OFL STANDAR BZ REQUXaMome shmm4 a22e.60are"based ONLY Loaded for 10 PSF non.eancunent BCU - 0o cad crura material at each bearing attached to flat TC as indicated Lumbar Continuous lateral gmust be structural TC FORCE AXL RNa CSI grade, grace ® 24" o.c. unless noted. 1-2 222 0.03 0.20 0.23 2_3 -716 0.00 0.20 0.21 3_4 -609 0.00 0.17 0.17 4-5 -720 0.00 0.20 0.20 5-6 221 0.03 0.20 0.23 RC FORCE ARL WID CES 7_g -161 0.00 0.11 0.11 g_g -149 0.00 0.11 a.11 9-20607 0.06 0.08 0.14 10-12. -149 0.00 0.12 0.12 11-12 -166 0.00 0.12 0.12 WEB FORCE CEI NEE FORCE CSI 2_6 -716 0.09 4-10 -69 0.02 2_g 651 0.26 5-10 662 0.26 3-9 -84 0.02 5-11 -716 0.08 3-10 87 0.03 Truss ID: C2 urwq: Plating spec: ANSIrrPI -1995 This design based on chard bracing applied the following schedule: THIS DESIGN IS THE COMPOSITE RESULT OF per max D.C. from to MULTIPLE LOAD CASES. PLATE VALUES PER ICSO RESEARCH REPORT #1607. TC 24.00" T-10.15 11-0.0 This truss Is designed using the Drainage must be provided to avoid ponding VALUES. UBC -97 Cada. PLATING BASED ON GREEN LUMBER Bldg Enclosed =Yes importance Factor =1.00 Truss Location = End Zone Hunicanalocean Lina = No, Exp Category - B Bldg Length = 90.00 f4 Bldg Width - 19.00 It Mean roof height = 15.07 ft. mph = 90 UBC Standard Occupancy, Dead Load= 26.0 psf i A MAX DEFLECTION (span): `J /� • 11999 MEM 10.11 ILIVE) LC 31 L-0.01" D=.0.01" T=-0AY' <C MAX DEFLECTION (tang = L1999 MEM III D=-0.01" LC 27 D= -0.01" T= -0.01" Joint LocallonS 1 0-0-a 7 0-0.0 2 2-7-12 9 2-7-12 3 7.1-13 9 7-7-13 4 11-4- 3 10 11-4-3 5 16.4-4 11 19.4-4 6 19.0.0 12 19-0-0 7-10-15 i � 7.10.15 . ~ 1 2 3 4 5 6 -5 00 t 5. 0 � 9-0-0 7 8 9 10 11 12 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, posliloned per Joint Detail Reports available from Truswal software, unless noted. Eng. Job:.EJ. WARNING Read all notes an this sheet and give a copy of it to the Erecting Contractor. Chit: MC ® Ta6darpr6farar6dleldvalbdrdhrpmaNa.,f7 lae1AF A r.r =nf0n NOmretNWftifi=m&,yrhomniaodre muds+ muldmeln aaa+dana,dlh We mnarttvrtaarofTPlaaJAFPAdulln rrmrJenk Nr rvprm+Wr174am+w�rdfardmwu7wdaacweT• �N°'u Dsgnr: KJD orarohara(ilafDl'+ham°W°a°a°�°a4�°�*andNrtadrdlnSdaf�narP+aim 7lreWdWlaader7sertomsatartaWlhWthelnedt palerdao Udrddsa man arncaerdehapaQdMehe romlhrfWrrW mdemdd+apmdmlaraoPrrmlfoa- Tba'falD'°=101°o Thal dx raydmrd - TC Live 19.00 psf WESTERN WOOD b, 'Whftaid&0awramcuntirlderebr unalbi'arwjhmdM6aWftrwdirM`tNaaardat aarmarhVViW TC Dead 16.00 psf aaWL Bnaindrfupo 6(artararWn�mrr ofmwyonura nrwbarraayrornAnahnatRaa Myd 766 mnrpm+earrMflne/prplenalManP ®FABRICATORS Q°'r1p"1i1ai a01 more d'a'a°I°e'a`*rnu'naf'h`neadmna�el tori matbwerrmmnrrordma mrearl°a FaEr(c°rc. hmaRe lamdt BC Live 0.00 psf ,yp(h lh6 pen hr acmrdeare wlih rAafollaup4rrmaran6: •JO1N'DETAUXAylluuel. 9MIPII:'171Gt1•-O'oad lYun Comdr SC Dead 10.00 psf gJAr rW 9anesrdDuljn Reryendhlilfg%'HAMXMINSTAUJNOANDBRACMAISTALPLATE CONNECrED WOOD TRUSSEY 3190 RIEGO ROAD, ELVERTA, CA 95926 .(NIB-of)ma1WM-91SUAG(ARrSHEErby7PL The rliar Ptorr Bpurarrfn'46faaornrmOtOnAfr(o mweAtalaroa lYmmndn Ji7/o. � TOTAL 42.00 psf 7h MadmnFormandPawAnsdadmr(AFPA)6k=rnla11111191h9reaMr.9a89RIrarhlagtm.DC70ai6 Scale: 1W =1' JOB#: 52241L01 Truss ID: C2 DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spocing 2- 0- 0 Design Spec UBC -97 Seqn T6.5.41 - a Job Name: HORTON0506 BRC 1 -LOC BE= azzB 113010TC 2714 DFL 91 1 1- 77-12 823 s.50• 1.so. Be 2X4 00FL STANDARD 7 16- 3- 4 017 5;; 1.80• VEFJS nag 9agUIRiA�trB eburs aro betted MILT Loaded for 10 PSF non -concurrent BOLL an the truce material at each bearlaa TC FORCE AXL BM COI 1-2 253 0.04 0.09 0.13 2-3 240 0.04 0.14 0.16 3-4 -669 0.00 0.16 0.17 4-5 -669 0.00 0.16 0.17 5-6 240 0.04 0.14 0.18 6-7 253 0.04 0.09 0.7.3 BC FORCE AXL END COI e -g -199 0.00 0.07 0.07 9-10 551 0.05 0.15 0.20 10-11 491 0.05 0.16 0.21 11-11 $51 0.05 0.15 0.20 12-13 -199 0.00 0.07 0.07 WEB FORCE COI WEM FORCE COI 2-9 -159 0.02 4-11 133 O.b5 3-9 -840 0.16 5-3-1. 115 0.05 . 3-10 115 0.05 5-12 -640 0.16 4-10 133 0.05 6-].2 -159 0.01 Truss ID: C3 Plating spec: AN5tiTP1-1995 THIS DESIGN is THE COMPOSITE RESULT OF This truss is designed using the USC -97 Code. Bldg Enclosed = Yes. Imparranco Factor =1.00 MULTIPLE LOAD CASES. PLATE VALUES PER ICBG RESEARCH REPORT 91607. Truss Location = End Zone Hurricanefoccan Line - No. Exp CatagoryBld= B PLATING BASED ON GREEN LUMBER VALUES. Width9 LAimpih0 Mean roof 1>Oft. 80 0 Me UBC Standard Occupancy. Dead Load = 26.0 pal 1 2 -- 3 4 55 0p 4-4 5 -5.00 6 7 9-0.fl 6 6 10 1t 12 13 N SHIP MAX DEFLECTION (span) : 1./999 MEM 10.11 (LIVE) LC 19 L= -0.02" D. -C.03" T-0.05" MAX DEFLECTION (cont): L1999 MEM 0.9 IUVE) LC 29 L=•OA1" D= 0.00" T- 0.01" - Joint Locauans 1 0.0.0 a 0-o•0 2 2.5-12 9 2-842 3 5.0.14 10 6.6.10 4 9-9-0 11 12-5.6 5 13.11-2 12 16-3-4 a 16-3.4 13 19-0.0 7 19-0-0 Q�gESSlO/y44 - k\- Scale: 114" =1• JOB#: S2241LO1 Truss ID: C3 DurFacs L=1.25 P-1.15 Rep Mbr and 1.15 D.C.Spacing 2- 0.0 Design Spec UBC -97 Seqn T6.5.41 - 0 Truswai Connectors unless preceded by "U)r for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. All plates are 20 gauge WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. Chs: MC 7Sh*dViIrfarne LqW'* a)E&AV raW M-gYr m. alcub,M baraleaJPetU7m+7aarlp° daPr++er °°r°Imme�°amrr M1brerPaadfVllO'4°maa-If°'dhurnAaml°munq'• DOuo:danr Dsgnr. KJD ®''1..e�arrnanv+danna9h76eram''a''I''rLsr'�an+ol7PIaaJAFPAdr+fjneamlmilr• alab6r...yNidj'7Er marp011rN hu.uywal[f a0dr01'bY77l7Gij llGljarrP/lOrWf�lf[miaa r7ta ittli7177aj,7QIj.ICrama mRJfa+a lka71+1f 7amtr fond6a7idrnjmJaand7hepaewdir- hitilaa M dais" a1II°w I&I jbr tap dmrd 1 TC Live 16.00 psf WESTERN WOODh'°n`�. Wlltriloe rhfrtk++Y"Iuru orsr=arltdr fomaa77ayn,dy7Ae ly ctX4 6urlllej hnDA. iitlrrTM¢awa+ TC Dead 16.00 psf aatnl. OmtfntJEa"r 4�urfdrrdMP�a/m^Pae-�a mau6erJ on"m mPoce Beae Live psf FABRICATORS r°d'p T°N01�7cmur78r'°°I"m°mnoml°fd` Er" tyR-4 AWMIIrmrka J WitadCO-W aad E,om r54 trsarPo"rtaMant:vl+h rhelolluuB+j Jma.laab: YO/NTD6Ti1ILSMTF"aid. ANSUIP/I:717CA1•.Iramlliarr eamidl INSTALL/NV7AND aRA[D/flSfETAL PL17fi CONNF.CfED IYDOD 1Rl1SSbS 100 BeC Dead 10.00 pai 3700 AIEfl0 ROAD, ELVEFCTA,CA 93618 gjAaxAm SYaml n,DvfLm Re*G=WMjeL'NAMDUNG .INIp•91la=+1119•91SU:fEfARYSNF6ray7Pl. lhrAwtPlme hulNrh•rrPAblarotnfal DlOngfNa DrNt1'+o+llma•IYumtula fi7lp. 110 Sbrr6 NW Sh EOR IYatt"W'". DCIen74 TOTAL 42.00 psf rfx A wd= Farrar am7P*wAuodathm IAFPAI tr latsrdat )III MAX DEFLECTION (span) : 1./999 MEM 10.11 (LIVE) LC 19 L= -0.02" D. -C.03" T-0.05" MAX DEFLECTION (cont): L1999 MEM 0.9 IUVE) LC 29 L=•OA1" D= 0.00" T- 0.01" - Joint Locauans 1 0.0.0 a 0-o•0 2 2.5-12 9 2-842 3 5.0.14 10 6.6.10 4 9-9-0 11 12-5.6 5 13.11-2 12 16-3-4 a 16-3.4 13 19-0.0 7 19-0-0 Q�gESSlO/y44 - k\- Scale: 114" =1• JOB#: S2241LO1 Truss ID: C3 DurFacs L=1.25 P-1.15 Rep Mbr and 1.15 D.C.Spacing 2- 0.0 Design Spec UBC -97 Seqn T6.5.41 - 0 Job Name: HORTON0506 no i -Lac RRACr s31:R RRD•A TC 2x4 DFL 91 1 2- B -IJ' 779 6.50• 1.50• BC 2x4 OFL #1 779 s.sG• l.so• VYEB 2x4 DFL STANDARD Bao NROa3RR UMS oboes are bowed GNLY Loaded for 10 PSF nen-concurrent BOLL on the tmme material at ouch bearing TC FORCE NLr END C91 1-2 173 0.02 0.06 0.11 2-3 162 0.02 0.14 0.17 3-4 -666 0.00 0.16 0.17 4-5 -666 0.00 0.16 0.17 g-6 162 0.02 0.14 0.17 6_1 173 0.02 0.08 0-1.3- 11C .11RC FORCE AIL BUD CRT B-9 -126 0.00 0.06 0.06 9-10 547 0.05 0.15 0.20 10-11 499 0.05 0.16 0.21 11-12 341 0.05 0.15 0.20 2.2-13 -126 0.00 0-136 0.06 Weis FORCE c81 NRB FORCE C81 2-9 -152 0.02 4-11 130 0.05 3-9 -790 0.15 5-3.1 104 0.04 3-10 104 0.04 5-12 -790 0.15 4-10 130 0.05 6-12 -352 0.02 4.3-8 3d 104-4 Truss ID: C4 urwg: plating Spec: ANSUTPI -1995 This truss Is designed using the . THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. MULTIPLE LOAD CASES. Bldg Enclosed = Yes. Importance Factor -1.00 PLATE VALUES PER ICBG RESEARCH REPORT 01607. Truss Location = End Zono PLATING BASED ON GREEN LUMBER VALUES. HurrlcandOcoan Line= No , Exp Category a B Bldg Length - 80.00 rt, Bldg Width a 19,00 It Moan real height a 15.40 ft. mph = 60 UBC Standard Occupancy, Dead Load a 26.0 ,N, MAX DEFLECTION (span) 0999 MEM 10.11 ILIVE) LC 19 L-0.02* 11- 0.03" T-0.85" MAX DEFLECTION (cant): U999 MEM &9 {UVF) LC 23 Le GAD" D- 0.00" T-0.011" 9-0.12 9.0 1 2 3 4 5 8 7 500 4.4 -5.001 43A SHIP =0.6.4 1e -1-e B 9 10 11 12 13 0�_ 0.5_4 STUB STUB - Joint Locations n� 1 0.0-0 6 0-0-0 2 2-3-8 0 2-3-8 3 4 -7 -ID 10 6.1.6 4 9.0-12 11 12-0-2 5 13.5.14 12 15.10.0 6 15.10-0 13 16.1-0 7 18.1.9 by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. All plates are 20 gauge Truswal Connectors unless preceded Job: EJ. JBractor. Eng. WARNING Read all notes on this sheet and give a copy of it to the Erecting Cont TMrdrdD,bfdamrmd(dehtalAvrNGsmupmtem,mrrwr.071M hAdGembmralanrlxrmmr(atuPrwldinll7rhemnpaneNuuay(aerumr m01AFPAderfAm Canfaridl A'ors.�mmdeul7iaaaaaedfa.dAuerw(oedaa�amrr• a� Chk:Jo MC Dsgnr. KJD ® mndeNne Wa0mn6,nme uilh rhe erurex lvrlanejrPf wvroAebyWmmpmnem ruan4jmumeramlkrAWLfMY Ja/gxsprrmrrofeA,fmrlma 7Am hulydlmY der�urnuar antrtmN rhes the Wadr rnmdmr+o�er,m,dm,��aad TC Llve 1e.00 psf WOOD mnrmronrwdtdinN.avea�mlamwo,Bms6nw+arg'u•�e,dmar�amdrb<m�P+�+� �>m�l��, rl��ma.,�m..�r°a�r��„�„Ae,dam'°'aA�'� TC Dead 16.00 psf WESTERN noted R,mdnrrAOmn bf lmlamltuppmr,gfutuy,onenu mm�rAerr enlY lm rduemAmtAlMd lemyA ThL mn�m,remtaAa!lmm,MplmmedMany Ira a'dbro-c narvarplmmmnmlm F4&(0etA0Wkftnml! BC Live a.00 psf ®FABRICATORS enWrmmutenr,Am,a9lemwerAeam6wetmmWooftiv mod mamd Irma lm mumnMnmeAm+tAefoll�'heB n'I°^U 7D/NrDETAl rbynv-L ANSWrl: 9vrci l• - mood nor Cmuetfl BC Dead 10.00 psf mmdbmrmfhk pf&.dm Smndme!DmrkIIctP rl"'HANOLWG IMTMIZINGAND BRACINGAr6-TAL PL47E CONN8Cr6D WOOD TAUSSF.S lamGate(TPll ulmrm,arm D'Qurfrf°DfAe lfmd7+me, Mrmndn ll7lV. 3700 RIEGO ROAD, FIVERTA, CA 95024 .(NIB•91)ad'IIIp•9I•RDIAfMr9IERr6YTPr. the llmrr Plink _ 7htAanlcmn Foma and PajwAamdmtmn (07A)b lmalm fill 19,A M -J. Y V, SrE OM WdAGr IM DC2tl07R TOTAL 42.00 psf ,'1011'00'7 Scale: 9132" =1' JOB#: 52241 LD1 Truss ID: C4 Durfacs L01.25 P=1.15 Rep Mar Bnd 1.15 ' O.C.Spncing 2-0-0 Design Spec USC -97 Seqn T6.5.41 - 0 e, 82 1a-0-0 �� .; T- ,F�Q1/ z e.g 6 7 B 9 2.6�_ /07 Truss ID: C4A Drw = Job Name: HORTON0506 WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. TC 244 DFL 01 Plating spec: ANSVTPI.1995 This truss Is designed using the eso R -Lac Roam s27J3 RBo' D BC 244 DFL q1 THIS DESIGN 15 THE COMPOSITE RESULT OF USC•97Code. 1 1- 8-12 See S.. a. ] 36- 3- 6e0 6.so• 1.50• WEB 244 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed =Yas, Importer= Factor = 1.00 PLATE VALUES PER ICBO RESEARCH REPORT ii1B07. Truss Location =End Zone eR0 R80aIROOMB ohova ere basad mmy Leaded for 10 PSF non-coneummt SCLL PLATING BASED ON GREEN LUMBER VALUES. HurrIcanafcoon Lino = No oa the trove taaterlal at each bearlag TC Live 16.00 psf Bldg Length 80.00 ft, Bldg Width =019 00 N atlll�tlmthkdacitnaim -sm+•dlhrI-RaaLupamfArft omrAuedbRr,�demnl+ArJ�+k'+�nPM+�++ Tl c'&++Cn°o '�+'hrtnpcAon/ roof haleht- 15.40 ft, mph = 80 TC FORCE AttL END C-91Moan TC Dead 16.00 psf UBC Standard Occupancy, Dead Load a 26.0 psi 1-2 45 0.01 0.15 0.16 mad aracrngrhwatrfor fau:ml�apparr u/muynne"u nuwMaonlyrom,Anu hadlMr frnyA 7Ne mx9coeai rhdlmi6epluadMa,ry 2-3 -657 0.00 0.16 0.16 r°�1O"rn111a1itl1m"fQ+h 0G1tCpn/r"`"fvtlFOOd1DfSL"'l1r.:amttrrmweo,eneavrpinrerrnarronFulrrtmabmxearwwrl 3-4 -657 0.00 0.16 0.16 O.C.Spacing 2-0-0 ' 4-5 45 0.01 0.15 0.15 BCDead 10.00psf H + Be FORCE ARL aim C9I ujAmr/m .(HIO.OIJ dad 7fil/-F!SiIADLIRTSHF3:ifrr 1P1. The Ta PdehurlaudfTP11&1=m%fmD'Onofr(o Orae. Maio-, alrm,etn )J714 . 1 6-7 13S 0.06 0.16 0.22 ,. 7-e 190 0.09 0.16 0.21 B-9 535 0.06 0.16 0.22 .,.���•' 1r8B FORCE CSI Wm FORCE C9I 1-6 -45 0.01 3-8 140 0.06 2-6 -739 0.15 4-e 89 0.03,2)1. 2-7 84 0.03 4-9 -739 0.15��� ':''• �^' MAX DEFLECTION (span) ii ` 3-7 190 0.06 5-9 -46 0.01 • L1999 MEM 7-0 ILVE) LC 15 Joint Locations = 7-0-0 7-0-v' 1 0.0.0 6 0-0.0 3 4 5 2 2.6-14 7 4-0-10 2 3 7-0-0 a 9.11-6 - 4 11.5-2 9 14.0.0 5. 00 "5.00 I 5 14.0.0 4d 3-4 3-4 4.3-9 4-3-9 SHIP 1.5.4 ,.5.4 T T 1.4-9 IPCF�SSfONA� e, 82 1a-0-0 �� .; T- ,F�Q1/ z e.g 6 7 B 9 2.6�_ /07 STUB STUB - All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale. 318" = 1 e WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. Job:.FJ. JOBS: S2241LOI Dwredonr MC Truss ID: C4A ®Chit: onrdMrrn�r �A�AnnK.rrw.�rnlond rFPrdesena�d. Nti �.rAfrrrtrf Jwwrl�,rerr Dsgnr. KJD onmbewVWbrthe oe•pom*Iwww( +�•wrb•ultnr'�+sk*ta�mfoe.knmon tues�ttep.anryrocrnmiworxwn�Aaldrlm* TC Live 16.00 psf DurFacs L=1.25 P=1.15 atlll�tlmthkdacitnaim -sm+•dlhrI-RaaLupamfArft omrAuedbRr,�demnl+ArJ�+k'+�nPM+�++ Tl c'&++Cn°o '�+'hrtnpcAon/ WESTERN WOOD tr1oKml(re�dtnlb<nrFmr+hmhr4ron,flhemr+nmo+dtrraa�fi'�'°a`+�J'tl�x�`�"`h+'s Nitl'rdardrwb•nrrmned. vnrurahwtr+e TC Dead 16.00 psf Rep. Mbr Bnd 1.15 mad aracrngrhwatrfor fau:ml�apparr u/muynne"u nuwMaonlyrom,Anu hadlMr frnyA 7Ne mx9coeai rhdlmi6epluadMa,ry r°�1O"rn111a1itl1m"fQ+h 0G1tCpn/r"`"fvtlFOOd1DfSL"'l1r.:amttrrmweo,eneavrpinrerrnarronFulrrtmabmxearwwrl BCLIve 0.00 psf O.C.Spacing 2-0-0 ®FABRICATORS' ,Mdy rrlhtru„urnacan,lwaentmehe/nNfNDLjNGjNS: UBXAG D1t4CjneeSrALPL4?ECa EC=IVOODMrcarndr 31aaJa,d Dtrlge RcAaarl6laRrG 7fANDlJNG1N37Al1JNCAIVO OlUC1NGA1fiTAL PLATECONNEC7E0 IFODD 7RL63ES' BCDead 10.00psf Design Spec UBC -97 3700 RIEGD ROAD, ELVERTA. CA 95620 ujAmr/m .(HIO.OIJ dad 7fil/-F!SiIADLIRTSHF3:ifrr 1P1. The Ta PdehurlaudfTP11&1=m%fmD'Onofr(o Orae. Maio-, alrm,etn )J714 TOTAL 42.00 psf Sean T6.5.41- 0 ThrAmerimn FaintaaJPopoAmdailm(AM.41bfxddd fill 191113bre. N+F. S - 8m D•addpsam DC006- b Name: HORTON0506 BRO x -LOC RE= S1%B REO'a 1 1. 0-13 1405 5.50- 1.50- 2 11- 3- 4 1485 5.50` 1.50- BRO RROOSAeigarts shorn are based (MILT an too true@ matorLal at each boaring TC FORCE AIM BUD C81 1-2 274 0.04 0.13 0.11 2-3 •1460 0.02 0.13 0.15 3-4 -2893 0.09 0.65 0.73 4-5 -2893 0.09 0.65 0.73 5-6 -1468 0.02 0.13 0.15 6-7 214 0.04 0.13 0.17 EC FORCE ARL BIM C9I 8-9 -216 0.00 0.09 0.09 9-10 -201 0.00 0.17 0.17 10-11 1334 0.15 0.31 0.46 11-12 1334 0.15 0.31 0.46 11-13 1334 0.15 0.27 0.42 13-14 .202 0.00 0.17 0.27 14-15 -216 0.00 0.09 0-09 TC 23t4 DFL #1 2x4 DFL 2100E-1.BE3.5 Bc 2x4 DFL #1 WEB 20 DFL STANDARD Lumber shear allowables aro par NDS. Continuous Iaterel bracing attached to Ilat TC as Indicated. Lumber must be structural grade. Brace @ 24" o.c. unless noted. Waal FORCE C81 WEB FORCE Car 2-9 -1412 0.16 5-li 1688 0.67 2-10 1913 0.61 5-13 -461 0.06 3-10 -491 0.06 6-13 1513 0.61 3-11 1688 0.67 6-14 -1412 0.16 4-11 -701 0.09 5-10-15 I Truss ID: D1 Plating spoe : ANSUTPI -1895 This design based on chord bracing applied THIS DESIGN IS THE COMPOSITE RESULT OF schedulec. from : par the �ll MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. owing Th This trays �s 0" 5-10-gned IS 19-0-0 is iru the 0 Drainage must be provided to avoid pending. Permanent bracing Is required (by others) to U Coda. gid 97 Codad = You, Importance Factor =1.00 g prevent rotatlardtapp11n0• See SCSI 1.01 Truce Location - End Zona nd ANSUTPI 1. PLATING BASED ON GREEN LUMBER VALUES. HurriconalOcean Lino = No. Exp Category - B Old Len Lit - 80 oa IL Bldg Width = 25.00 it Mean ma height 13.40 % mph = 60 UBC Standard Occupancy, Dead Load = 26.0 psi LOAD CASE #1 DESIGN LOADS Dir LPIi LJ.ac R.PIf R -Loc LLITL TC Vert 64-00 0.0.0 64.00 6-0.0 0.50 TC Vert 00.00 6-0-0 68,00 19.0.0 0.50 TC Vert 64.0019-0.0 04.00:25-0.0 0.50 BC Vert 27.50 0-0.0. 2730 25.0.0 0.00 Typo_ lbs _ X.Loc LLI L- - TC Voft 03:9 B+0.01,00' TC Vert • 839 6.0= 0 0.00 TC Vert 83.9,19-0.0 1.00- TC Vert 83.9 19.0- 0 .0.00 MAX DEFLECTION (8Pan1: N'NU999 MEM 11-12 (LIVE) LC 30 - �� �S" L=-0.OB" 0=-0.14"7--0.22" / - %`.+• M9 B MEM1E4 15N(LIVE) L I.1C 30 0.63" D- 0.01" T= 0.04" a= Joint Locatians =� 0- 0.0 9 2.7.12 �5 B T 2 .2-7-12 10 5 7-13 1 2 laan l 0 -- I 13-0.0 ,.._."'� 5.00 5.0. 1681E � 25-0 B 9 10 11 12 13 14 15 All plates are 20 gauge Truswai Connectors unless preceded by "MX' for HS 20 gauge or'H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. 3 5.7-13 11 4 12-6-0 12 14-0-0 WARNING Read an notes on this sheet and give a copy of it to the Erecting Contractor. 5 18.4-3 13 19-4-3 6 22.4-4 14 22-4-4 Chk: Dsgnr. KJD 725.0- 0 19 25-0-0 Ta 0.0.0 2.9-10 1rluhmr8P6„mlbr rhe n>ol°rn°°rrAealN"r°ml/he6artaiu rAordblarueOyArmmenlbforirblAnvrhlrrr uurrrfal dGrdtY WladhL Wmmhun4e memGme buc/fY4 hRA 7hu ISHIP ®FABRICATORS �a-4-1 BC Live O.OD psf BC Dead 10.00 psf All plates are 20 gauge Truswai Connectors unless preceded by "MX' for HS 20 gauge or'H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read an notes on this sheet and give a copy of it to the Erecting Contractor. Job: Eng. .EJ. MC 7urunrr@a�roahnriwdn@tmrmmr�P@nwvn,ttu oh@remme@rdoum+P�dtr:'a@renPurearwawlaaurr. No rr�un+W07dutrawnl%wJMemcuratefvaa1 nnq'. ahummdsnt Chk: Dsgnr. KJD ® avdd@minoamdnxrnirhrAecv�nnm�anhvu9/TPlamfdF7SirlalDmuandud+ amrodrvr•18dbyrMm'xpsnrnrwra�enurnandhuhaVdierdar�mrrlxfarrofahfmaaa 7heba8dlordetfrnenrmrsro!rralnrhWlb" I"* rd�Ire mare drhe,e=Rer� d� rh<l�alinadr� w,rkPe r�d�rroa 7�er a. rhd=Whr�@ar 7C Live 16.OD p8f WESTERN WOOD 1rluhmr8P6„mlbr rhe n>ol°rn°°rrAealN"r°ml/he6artaiu rAordblarueOyArmmenlbforirblAnvrhlrrr uurrrfal dGrdtY WladhL Wmmhun4e memGme buc/fY4 hRA 7hu TC Dead 16.00 psf ®FABRICATORS nWrd 8rodnrrlmim 4farLuem/nPP�@l�rxa+@6+ranA'm emineman AW mdl, mare rhe omlse CWteW efrhr"oodroarmallif: andbrmv+a mvrremrplareomorfaa fubrlarr4 hartdh: wrofl !jOWrDSrursg•Thum,el.w+au7P111.V I'-Ra@dTr"O ru BC Live O.OD psf BC Dead 10.00 psf andb=I&(aura@res, a=atrhthela>r0"ialowdWdL, 9undmd DWtrn Aaildw W"7MNDUNGINSrAWNGAND 8MONGAILTALPU7ECTIRK TEO WOOD IR=EF 3700 RIEGO ROAD, ELVERTA. CA 05UG 4)Amaim -inia-0f)Wrd'HI0.71 SUIfMMYSHEEr4r 71. the llau l4We jutImle(rpgitImudall 0/7mld= Drrrq Afadlma Mumu(- JJ 719, 101h SM4 MV, Se dw, Irmbinrroa DC 70af6 TOTAL. 42.00 psf IU Amdom Fares W PAVrrAuadWlon fAFPA) 41@WedW 1111 M SC21e: 3116" =1' JOBB: 522411-01 Truss ID: D1 DurFacs L=1.25 P-1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec USC -97 Seqn T6.5.41 - 0 Job Name: HORTON0506 TC eao a -Loc rleAL= size REDID TC 2x4 DFL #1 1 2- B-12 lose 5.50• 1.50• BC 2X4 DFL 91 WEB 2DFL STANDARD c4 2 12. 3- 4 lose 6.50" 1.90• Ono Re00iRe o=s shwa are based ONLY Loaded for 10 PSF non•concurrant BCLL the truan material at eneb baaeLng Continuous lateral bracing attached to fiat an TC as indicated. Lumber must be structural FORCE A%L ONO C92 grade. Brace ® 24" o.e. unless noted. 1-2 211 0.03 0.22 0.25 2-3 -1120 0.01 0.22 0.23 3-4 -1374 0.03 0.27 0.30 4-5 -1314 0.03 0.27 0.30 5-6 -1128 0.01 0.22 0.23 6-7 217 0.03 0.22 0.25 BC FORCE AXL END C9I 8.9 -161 0.00 0.11 0.11 9-10 152 0.00 0.11 0.11 10-11 980 0.11 0.15 0.26 11-12 980 0.11 0.15 0.26 11-13' 980 0.11 0.10 0.21 13-14 152 0.00 0.11 0.11 14-15 -161 0.00 0.11 0.11 Was FORCE C9I NEB FORCE C9I 2-9 -964 0.11 5-11 493 0.19 2-10 1019 0.41 5-13 -354 0.03 3-10 -154 0.03 6-13 1035 0.41 3.11 493 0.39 6-14 -964 0.11 4-11 -349 0.06 T 3-7-10 1 M84-1 I 7-10-15 1 2 5( Op Truss ID: D2 Drw : Plating spec - ANSMI.1995 THIS DESIGN 19 THE COMPOSITE RESULT OF This design based on -chard bracing applied par the following schedule: MULTIPLE LOAD CASES. PLATE VALUES PER ICED RESEARCH REPORT 01607. mac D.C. from to TC 24.00" 740.15 11-0-0 This truss Isusing the DraInago must be provided to avoid pending. PLATING BASED ON GREEN LUMBER VALUES. Code.esigned Bldg Enclosed =Yes. Importance Factor =1.00 Truss Location = End Zane Hurrlcanalocean Una a No. Exp Category = B Bldg Length - BUAO ft. Bldg Width a 25.00 fl Moan real height = 13.02 ft, mph - BO UBC Standard Occupancy, Dead Land = 26.01151 7-10-16. s 4 5 -5.00 yG 7 r 25-0-0 0 9 10 11 12 13 14 15 MAX DEFLECTION (span( : , US -39 MEM 11-12 (LIVE) LC 31 L=-0.03" Oa -0.05" T=-0.08" MAX DEFLECTION (cant) : U999 MEM 14-15 (LIVE) LC 31 L= 0.02" D- o.00" T- 0.02" - Joint Locations 1 0.0.0 9 2.7-12 2 2.7-12 10 7-7-13 3 7- 7-13 11 12-6-0 4 12-6-0 12 14- 0- 0 5 17-4.3 13 17-4-3 6 22-4.4 14 22-4-4 7 25.0.0 15 29-0-0 B 0.0-0 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Erecting Contractor. WARNING Read all notes on this sheet and give a copy of it to the Ere o Eng. Job:.EJ. Tur�rraafaraaran.wmrtmudtnamNaaramnmar neareQaBandaawra"+wo.+ledrrrnernavanen+mmadmaan Chit: aedddm lv aasrdmar n4rh the earrenrvorlau af7PlamlAFPAdal2n aaadmrft Nv rep+mafM/U6amnord%ardn°vuly°alvmu°cy. Dkvnalwn rkrtlmerpAwrofv 7M bnlhfivp rkrrjnrraam arnvrdnrnel rAe rdmlr psgnr. KJD amroAe rarOkel hp rM ram/aNmrrmeq(dderer andlvrm8dta0 mllf:mlvn rntr Aa7ga roan oremxd rhe lvaJtngwyxunlhy rM lvralludn8ns rorlvamlrkepaalrnLrrgvplkwtaa iAede7prnon.K.r rtua rAc rvp rhiud TC Live 16.00 psf WESTERN WOOD 6�"Oal'r r/tsN°'°°hen°°r�°mu°2""Imemrwarhaarblaraatytrnc�/nl•nrnrdrnrru6rupmderkldon*allo ataareumnmfw lwtUL+dlenPrA 7hameN�ranv11aw8ep1mdkvap TC Dead 16.00 psf ®FABRICATORS noreR BAdrrZfAarm 4/v+ktemtnrppxr a/rmvpave°rtrraa�hcrmlpmrrduae ea`J1Ov"�A0J 1m� erg"°�p1t`�r�noafrvarroall0rivmlkrommmnveawNaemrwtaa FdW=ft avdta•Gwdl 1o/NTDrMILS-g'namvt ln7lmrIIt rvrul'-Iroa<1Taar[dnartl BC Live 0.00 psf SC Dead 10.00 awladmrwrr,rrerndam,mnRrrunue/amm"r,mdd,1 efAwnta S'mdod Autn fi-,-,rh81rkr.'UANDLING 1MTAUJ1VGAND BRAQNGAfErAL PL47ECONYECrED WOOD Mu=sr psf 3700 n1EGO ROAD. ELVERTA. CA 06628 . (Hr8.911 md'111BA1 SUI MLIRYS1fEET Ay 7Pl. IMT" Pldre lealmre (7P1)6 kw&tai DVofnb Dd a Afdlma 0lmvndn il7lR &M'K NW. Se SK lI'arGlrRraa. DCIDOLd TOTAL 42.00 psf 7M Aemrt= Fors and P*wA uvdatkn MFFAI Lr IwXef a 1111 IRh pM Scale: 3116" =1' JOB#: 52241LOI Truss ID: D2 DurFacs L=1.25 P01.15 Rep Mbr end 1.15 O.C.Spacing 2-0-0 Design Spec UBC -97 Seqn T6.5.41 - 0 Job Name: HORTON0506 Oso a-rac Iuuta size Rs0'a 7C 2x4 DFL #1 BC 20 DFL #1 1 2- 5-12 lO6e 5.50• 1.50- 222- 3- 4 lose 5.60- %.so- WEB 2x4 OFL STANDARD Loaded for 10 PSF non -concurrent BCLL. Bad RggaiREHzlrY9 shorn Ara baAAd atrLY Continuous lateral bracing attached to flat ce the truss material at oath bearing TC as Indicated. Lumbar must be structural C FORCE AZL 8A O CSl grado. Brace @ 24" o.c. unless noted. T 1_1 -130 0.01 0.38 0.39 2-3 -1151 0.01 0.36 0.39 3-4 -991 0.01 0.34 0.35 4-5 -1154 0.01 0.38 0.39 5-6 -2320.01 0.38 0.39 Bt: FORCE AIL BBD CSX 7-e 222 a.0o 0.19 00.19 g_9 2se 0.00 0.20 0.10 9-10 Sae 0.11 0.20 0.31 10-11 9Ba 0.31 0.21 0.31 11-12 160 0.00 0.21 0.22 12-13 125 0.00 0.19 0.19 WEB FORCE CBS WED PORCH CSI 2-B -941 0.10 4-31 109 0.04 2_9 916 0.37 5-11 929 0.37 3-9 103 0.04 5-12 -939 0.10 3-11 109 0.06 T 4-5-10 1 :r-411-441 Truss ID: D3 urw Plating spec: ANSUTPI -1995 This design based cn chard bracing applied THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: MULTIPLE LOAD CASES. max o.c. from to PLATE VALUES PER ICBG RESEARCH REPORT #1607. TC 24.00" 0-10.15 15-0-0 Drainage must be provided to avoid ponding. This truss Is designed using the PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Coda BId Enclose" = Yes Importance Factor =1.00 9.10-15 r 1 2 3 0 Truss Localt n = End Zone HunlcanaIOcoa l 01e = No, Exp Category = 8 Bldg -Length - t0f4 Bldg Width = 25.001t �Mean,"roof h"ejW14.23 ft, mph a 90 11 C occupancy, Dead Load = 20.0 psf ®� r MAX DEFLECTION (span) 1.1999 MEM 9-t6 (LIVE) LC 19 L. •0.03" D- -0JI4" T- -0.07- MAX DEFLECTION (cant) : U9gg MEM 12.13 (LIVE) LC 25 L- 0.02. 0- 0.00" T- 0.02" e-10-15 '4 5 6 5r U� s o e -500 - Joint Locations 1 0.0.0 B 2.7.12 2 2-7-12 99-7-13 3 9.7-13 1014-0-0 4 15-4-3 11 15-4- 3 5-4.3 9 22.4.4 12 22-4-4 6 25.0.0 13 25.0.0 . 7 6-0-0 5-0-0 7 a 9 10 11 12 13 All plates are 20 gauge Truswai Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detall Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job:.&1. ® 16trrfaft= ufA.on tR�Ir�RdbutldummAvAR�RrRur mesny+ma n nartlm tR r=1°n�(l�um rw=rl�IfrrhemAy arN mm�ylRcrA o AnddamrlR mmnla4@rOb fheerrrvd wafw�71'fwJ.tFPAdarf3a++andmdc Ab roAoan60>7'frwrAu+ed/Ardf�uu+dRnd ata°=0� D �' trlla4riliiRj'dell$RZ1111YeNr+KalR1AWf1Afi01Rft Chit: MC Dsgnr. KJD mloblNaffl=Ibil/fILORfPa°IMNDA ARIW�:1r�Yiili(Al'/iCljaVirAr�% fowl kdkiingcmkmdLkpankularp*laoftan 1Gedatp+aounl+rAufAerAPdmnl TC Live 16.00 psf WOOD mats+laeddrdediuwmareuml0. kft hmparalbrde btw=Aftybxad6y`!n aafarJfaa.,4emhkcmrdrbinwraR,dladafafawlfj bracd6l Arneaeo-nwafswfdhlmaadar+erl w,fer,whe�,iA TC Dead 16.00 pat WESTERN aAllri eradnarharn trfar latueln�pon gfmuypnew AtembnR AR({'a�nplu[ebucNJA; fmdrA nit mem°neato flaw iwpfarvdtd gy Fah*Wah=lk aaAa BC Live 0.00 psf ®FABRICATORS ��,�""®/htliHO'°=!r"!'A°`""°"" Ws ja"cmdwrte with lhe/bftft+madmrf.:701M•DETA1LSb}•n%mrd%MITPll'-'WWAI'-Wwlrh=C-umdt BC Dead 10:00 psf and afAme im Siwndwd D-09" 9MOR-001tkl 71ANDLING INSTAWNGAND 0141t7NGUErA1 P1AIECONNLZTIY) IVOOO Tettf58S Pkta lnnbwe (TPllufolweda OtOrwJNa Orf FlmO+x lPumubi JJllp. 2700 FUEGO ROAD. ELVERTA. CA 9S6211 .p11B•Ygawt7ll&a1511dtriAAYS1lE67•dr7PL fia7mu The Amufmn Forte and PgwAucdAaM (AFPA) b koitedaf 111 f 101h 9mf. MR 9e HM WeINRIIAM DCIQ030. TOTAL 42.00 psf 3116" =1' JOB#: 522411.01 Truss ID: D3 DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- o- o Design SpOC UBC -97 Satin T6.SAI - 0 Job Name: HORTON0606 BRO x -tot RaAts slza Bea -a TC 2x4 OFL 61 1 2- a-12 1068 5.50• 1. a0- Sc 2x4 DFL #1 > >_. 7- a 1068 5.50• l.ed• WEB 2x4 OFL STANDARD BBC Ratlala atBlrlB shave ate based MMY Loaded for 10 PSF non-cencutrant BCLL oa the Leve• material at each bearing PLATING BASED ON GREEN LUMBER VALUES. TC FORCE AXL END C31 1-2 224 0.03 0.20 0.23 2-3 -1096 0.01 0.20 0.21 3-4 -972 0.01 0.18 0.19 4-5 -653 0.07 0.00 0.07 5-6 -974 0.01 0.18 0.19 6-7 -Ig96 0.01 0.20 0.21 7-B 224 0.03 0.20 0.23 BC FORCE AIL END CSI 9-10 -160 0.00 0.10 0.10 10-11 -149 0.00 0.10 0.10 11-12 gal 0.11 0.10 0.21 12-13 852 0.10 0.09 0.19 13-14 gal 0.11 0.10 0.20 14-15 gal 0.11 0.10 0.20 15-16 .149 0.00 0.10 0.10 16-17 -166 0.00 0.10 0.10 l/8H FORCE CSI NEB FORCE C82 2-10 -961 0.11 5-13 113 0.07 2-31 1004 0.40 6-13 -175 0.08 3-11 -190 0.04 6-15 .198 0.04 3-12 -176 0.011 7-15 1804 0.40 4-12 175 0.07 7-16 -967 0.11 5-12 75 0.03 I 5.3-10 1 :00-4-; Truss ID: D4 Plating spat: ANS11TF1.1595 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBG RESEARCH REPORT 61607. Drdlnoge must be provided to avoid ponding. This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, importance Factor =1.00 Truss Lomilon = End Zone HunicanstOcean Line = No , Exp Category v B Bldg Length= 90.00 n. Bldg Width - 25.00 It Mean root height - 14.65 fl, mph = 60 UBC Standard Occupancy, Dead Load= 26.0 psf 11. 0- 5 11-10-15 i 1 2 3 �5 6 7 8 5-00 1 °i-1)1 -5.00 . 5-7 MAX DEFLECTION (span): L1999 MEM 12.13 (LIVE) LC 31 L= -0.02" 0= •0.03" T= -0.05" MAX DEFLECTION (canq : U999 MEM 16.17 (LIVE) LC 31 L. 0.02" D= O.CO" T- 0.91" - Joint Locations - 1 0-0-0 10 2- 7-12 2 2-7-12 It 7-3-14 3 7.3-14 12 11.7.13 4 11-7-13 13 13.4.3 5 13-4-3 14 16-0-0 6 17-8-2 15 17- a• 2 7 22-4-4 15 22-4-4 a 25-0-0 17 25.0.0 a 0.11.0 25-0.0 9 10 11 12 13 14 15 16 17 Tmswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 18 gauge, positioned per Joint Detall Reports available from Truswal software, unless noted. Scale.=:ill D" = I- ' All plates are 20 gauge WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S2241L01 Thadartaufaranfud�.fdudbalminxmmpwvnlw+aenapraa trlmrbe:reardoe,p�i�rr�pa�hkdrs•f� enRyoormAmwfaw:r Dbveerrfau Chit: MC Truss ID' D4 amldonefn ortardam+e,drh rhr nunnrw�aa aJTPl andAFPA da/tetmmMnh No rryaruWldFbeumadfwdhrfendaad emwcT: Dsgnr. KJO ® am ro ba xr(fkd 63.1be mllpan Wf maaq(opurrru++dbrbalhDat dcAansrPrkamlubrlesrbn. lhebWldL,t,lh4'ner morr tltr:+rotn lhmde h"nlr rhe fooling prperdlq•dfs(aralbulldfug mdnmdrhepantcdorappfhason }he doite aumuu lhorfhe roP than/ 7C Live 16.01) psf DurFaC9 La1.25 P=1.15 WESTERN WOOD udfl:afon M4 dtrlrnewYf orennrd ""be"I" I"*'Mfhe-�I�A -hmu+nennd+�m + /4 y �tl�W'� TC Dead 16.00 psi RapM'brBnd 1.15 wred B+erint,eain, bfor fafvolrrypan of �u oolpwrdorrbu4Dnt leatlA The crrypnenrrhall wrhepluredAwp Febdrm4bwdtahu&0 BC Live OAD psf O.C.Spaeing 2.0-0 ®FABWCA70R5 en -I9" ntrhwMlfsauradmaoatmeMimioffheoealroefae/10liuedkrraurcconnrcmrPfota,unmfm omllsere fhb lrfar In urtenlann nfl6 thafallantottouulonb: 701AITD5TASSbFfwuel'AIr51/IT'11: 1{7t.'A I"IVovJ 7luu Cam BC Dead 10.01) psf Design Spee UBC -97 gfAoxrtm Stnoda+f Dery+, polfan+Ddlblµ Y ANDUNGIMTAWNOAND BBACINO AIETAL PLITECUMNEaED IVDOD TRUMEr 3100 RIEGO ROAD, ELVERTA, CA 05626 -flllDAi)mdWID•VISiafAURYSUEErtFTPI The Th,=Plo7e ladhurcfi'Oi<1�dD�f�Drf,�I/adlmn. O'Gse"+brfJ7lE TOTAL 42.00 psf Segn T8.5.41- 0 The Araerlton Farm -mJ P4oirAoaebdtbA (4FPA) d loratedar 11111 Wh 9ree1. MV. Ste 20Q IWOZ ap, DC?p0J6 Job Name: HORTON0506 EEO A-taeReeDr SIZE RED -D TC 2x4 DFL 91 1 2. s-12. 1069 5.50" 1.50• BC 2x4 OFL #1 222- 3- 4 lose 9.90" 1.50• WEB 20 DFL STANDARD 6AO R�� 9ga2Hrr9 ahown aeo basso ONLY Loaded for 10 PSF non -concurrent BCLL os the truss motorial at each bearing TC FORCE AIL END Cal PLATE VALUES PER ICBO RESEARCH REPORT #1607. PLATING BASED ON GREEN LUMBER VALUES. 1-2 225 0.03 0.15 0.18 Dsgnr. KJD 2-3 215 0.03 0.25 0.29 WESTERN WOOD 3-4 -loss 0.01 0.26 0.27 BC LIVE 0.00 psf 4-5 -1088 0.01 0.26 0.27 5-6 215 0.03 0.25 0.29 TOTAL 42.00 psi 6-7 225 0.03 0.15 0.18 EC FORCE AIL END CEI e-9 -171 0.00 0.12 0.12 9-10 977 0.10 0.30 0.40 10-11 779 0.09 0.30 0.38 11-12 179 0.09 0.30 0.30 12-13 977 0.10 0.30 0.40 13-14 -171 0.00 0.12 0.12 WED FORCE Cal NEE FORCE Cox 2-9 -223 0.02 4-12 266 0.11 3-9 -1263 0.40 5-12 79 0.03 3-10 79 0.03 5-13 -1263 0.48 4-10 266 0.11 6-13 -223 0.02 5.8-9 Y9-44 Truss ID: D5 Drwg: Plating Spee : ANSUTPI -1995 This truss Is designed using the THIS DESIGN 15 THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. UBC -97 Code. Bldg Enclosed a Yes, Importance Factor =1.00 PLATE VALUES PER ICBO RESEARCH REPORT #1607. PLATING BASED ON GREEN LUMBER VALUES. Truss Location - End Zone . Category Bldg Lengthc=°60.00 Chit: MC ft. Bldg Width me R Mean roof height = 14.77 (t, mph = 110 Dsgnr. KJD UBC Standard Occupancy, Dead Load = 25.0 psf 12.E-0 12.8-0 1-71- 2 3 4 5 6 7 5x00-5.00 4.4 25-0-0 _ r8 g 10 11 12 13 14 =0-4-1 MAX DEFLECTION (span) : USSO MEM 10-11 (LIVE) LC 19 Lo -0.09" D. -0.10" T- -0.19" MAX DEFLECTION (cant) : L1998 MEM 0.9 (LIVE) LC 29 0-0.01" 0- 0.00" T=0.01" - Joint Locations e 1 0-0-0 9 0-0-0 2 2.8.12 9 2-8-12 3 6.9-14 10 5-6-10 4 12-6-a 11 14-0-0 5 18.5-2 12 16.5-6 6 22- 3.4 13 22.3.4 7 25-0.0 14.25-0-0 589 SHIP All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3116" = 1e WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. Joh .EJ. JOB#: S2241LDI "&Alignbfo mWhr "1hW&rtampr 1WI U'y"M rrAarA�„em.don �rfn��r�,�rA, r,�� �rHr � DwRn,ronr Chit: MC Truss ID: D5 andd ago,fen,, 4rnre.aa.rnrrrr roa:ofrnrwdAFPAdarranw�ar� rm� nrwrts•ua.a rJwdrnnwa,wr�,a�r Dsgnr. KJD ® ammMuerQrdhj•Jrc emyN. +u Num,fuemrramLbrEvl7dlnPda7fs�F^orw/aEAmdsn. ficbw4lfnp der2t�vtnuo mrmtafn tAw rM laws andLwGrfntwdcwJthrpartlart¢rc�prfmrfmc 7Tedalpiatmnr+UN7tAe7opahwd TC Live 16.09 pat OurFacs L=1.25 P=,.15 WESTERN WOOD � �thLdw4nmat w.-edrkelwftAxpmelAYthe trrws,erA bnrdh'rheAofdJ+rraNl'boastn^'�Nduhu"°th•boretM'urr8rl,hraMnrwa+ararvrcntrwrudmk wkacrAmtie beplNafbr TC Dead 16.00 psf Rep Mbr Bnd 1.15 aaanl Brador,Arru+t4farrwrrd,appsrr sjmuyorrenuvwukraunlY rs ruNca br¢AfMglmrth Thlr eoNpemrrt,AaO aw wr BC LIVE 0.00 psf O.C.Spacing 2-0-0 ®FABRICATORS rn"hOn"si1r6wniBrsu+etkrmoWurccmuemofdxftudmensidl9riamWrmammnnmvrpfwccwrad=Feh.kmwhmrcR4hmr0 an<Ibroa Utrttfu, ht apmelrmer a{rk rArfwlmdng mamkne4 '101N1D6TA14rbr7YannrL NNSI/2r'!1: MCA i'• nmwr Duo ctrNrdr BC Dead 10.00 psf Design Spec UBC -97 afAwerfo,&=&rd Dalgt Raparu9rfl m 7IANDUNUIMrALLNGANDBIUL7NGAtETALPLA7ECONNECIED WOOD rRUSUF 37aa RIEGO ROAD. ELVERTA. CA 95626 .(Nig•9l)amr'NlB•91SUAIAURYSIIEErhy1PL 7ka 7}uvfYatr/wtlh4e frPOGknatnlw Dl7nofrk Orfue Aladlax�ln,mwln 2!719. TOTAL 42.00 psi SegnT8.5.41- 0 7heAmerimnForxedF;aperA=xfwlw+(AFPAII+loandwIII) 19Th.9reetNW. S0800.WdAffiSMDC2092a FOR Aa0ITIONAL INSTALLATION NOM Truss ID: D6 urw Job Name: HORTON0506 TC FORCE ARL END 'CSI q ` Plating spec : ANSIrrF1-1995 This truss B designed using the 866 A-lA1C REACT 6105 D TC 2x4 DFL 01 BC 2,4 RFL 01 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97:-9T Coda. Bldg Enclosed Yes, Importance Factor =1.00 Halt 1 1-11- s e17 xas 1.50• 2 32- 1- 0 017 Has 1.50• WEB 2x4 DFL STANDARD for 10 PSF non cancurtant BCLL. MULTIPLE LOAD CASES. PLATE VALUES PER ICBG RESEARCH REPORT 01607. Truss Location = End Zone HurricanafOcann Una = No, Exp Category = B aR0 RROVIROND"S sawn Aro basad OtIL2 Loaded PLATING BASED ON GREEN LUMBER VALUES. Bldg Length - BO.oO It, Bldg Width a 25.00 it oe the trva motorial at each hearing nmeJ. 1Arrfn7aAam,4farlmnvlaWtDan ojmnY�rrtu nnntenony PubrkwaAmvtkwmr) Mean root height- 14.77 B, mph a 80 BRO 1WHIER/CLIP NOTE \ ! �*'� - -�,{ 1 . r ��,� i A UBC Standard Occupancy, Dead Load - 26.0 psi I ,X0976 895 0.11 0.31 0.41 2 •HaS26 Beppart C%=ectianl9)/Raa98r19) are FORCE CEI NEB FORCE CRI not designed for horizontal 104141e - a � Joint Locations 1-6 66B sWileN CRTALOD " -' "-, 1 0-0.0 6 0-0-0 2 3-9.10 7 5.9.6 FOR Aa0ITIONAL INSTALLATION NOM WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. TC FORCE ARL END 'CSI q ` TAir Jahn 4jaraa bn8vhlwl bofrJbrg epryronenr am nuu-0•area h Au bred ba(c)on yxi{lkaranrprtrvWdl Ar+M mMmn uilb tbreoarar wnkruafrnl msrAiTA Jailm auaubada AL aaPawrbl/ul•/r aauenljardirwwfwafnaaeuq: Obnrnrtona 1-2 2-3 61 0.01 0.30 0.31 '-1031 0.01 0.30 0.31 ® w,JJanekacmnronrr a,ra6r.e+8feJbl'�rmn6mr¢"rn'°nM�+nrerumLLrbvrlJinB J�B�M�mj+r�e++l� �•6utAiW�Jafpvmue nas+rcln amltAalml+ B.1 6,•tAe/oral b-411419 auk uuJ theponlndurppPl)mdoa TAe rkAyn aemta rAm the rup r6anf 3-4 -1031 0.01 0.30 0.31 WESTERNWOOD mxitalrn rNa datm mrn or-.,jibek bwwel 'Jl,•tbd nnteawhrrvix 4-5 61 0.01 0.30 0.31 '110, ••�tt. nmeJ. 1Arrfn7aAam,4farlmnvlaWtDan ojmnY�rrtu nnntenony PubrkwaAmvtkwmr) BC 6-7 7_8 FORCE AEG END CSI g95 0.11 0.31 0.41 750 0.09 0.31 0.39 \ ! �*'� - -�,{ 1 . r ��,� i A MAX DEFLECTION (span) : USES MEM 7•5 (UVE) LC 1S La D=-0.OB" T=-0.17" g -9 895 0.11 0.31 0.41 -0.09" FORCE CEI NEB FORCE CRI / t\t \f � -t�# �""•r,t ' a � Joint Locations 1-6 -6B 0.01 3-6 270 0.11 0.40 4-B 95 0.03 " -' "-, 1 0-0.0 6 0-0-0 2 3-9.10 7 5.9.6 2-6 2-7 -1139 as 0.03 4-9 -1139 0.40 9.8-12 5-9 -68 0.01 -� "12•" " 4 5 3 9-8.12 8 13.8.2 4 1S-7-14 9 19.5-B 3-7 170 0.11 12 3 5 19-5.8 r-5.-0-0 4.4 34 81 2.5.4 "' 3.4 5.6.4 SHIP .5-4 T 1.5-14 1 92 19-5.8 2.9.4__ 6 STUB STUB All plates are 20 gauge Truswal Connectors unless preceded by Nit" for HS 20 gauge or"H" for 16 gauge, positioned per Joint Detall Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng.Job:.EJ. TAir Jahn 4jaraa bn8vhlwl bofrJbrg epryronenr am nuu-0•area h Au bred ba(c)on yxi{lkaranrprtrvWdl Ar+M mMmn uilb tbreoarar wnkruafrnl msrAiTA Jailm auaubada AL aaPawrbl/ul•/r aauenljardirwwfwafnaaeuq: Obnrnrtona Chk: MC Dsgnr. HJD ® w,JJanekacmnronrr a,ra6r.e+8feJbl'�rmn6mr¢"rn'°nM�+nrerumLLrbvrlJinB J�B�M�mj+r�e++l� �•6utAiW�Jafpvmue nas+rcln amltAalml+ B.1 6,•tAe/oral b-411419 auk uuJ theponlndurppPl)mdoa TAe rkAyn aemta rAm the rup r6anf TC Live 16.00 psf WESTERNWOOD mxitalrn rNa datm mrn or-.,jibek bwwel 'Jl,•tbd nnteawhrrvix TC Dead 16.00 psf nmeJ. 1Arrfn7aAam,4farlmnvlaWtDan ojmnY�rrtu nnntenony PubrkwaAmvtkwmr) BC Live 0.00 psf ®FABRICATORS m'�1°1°QeAr"IQr°'ry°rb`n'°hmraennkm°f'A"o`wJaamJ/stAaatAurowewmreaurvr�m^"+k' aadbrser ebb mmin aaw iv=" *roe%aUowi+r); +twuk+i4. '10)MD6rA(1SAy //orae! ANSU7P11:7VlCI Y-IVom+7Hue Coved) BC Dead 10.00 psf q/Awdm RmrdodDralan Repos Wkt NANX1UNGINSIAWXGAND1r1ACMG Af6r'ALPIATECONNECTED IVOOD TAUSUr , 7700 RIEGO ROAD, ELVERTA, CA 05626 /la" rSIIAMfARrSNESPby TPI Trwr FkklwrGu 2'ret MW mfafat 1rshlism. DcAfadnan. rvta.m+klAlo Snrai NR; atebtN; IVwhbipw, DCSOtUS TOTAL 42.00 psf tl rbr Antvkaa Farm arnl PaprrAaaodatlan (ARA) u fawel w Ill! ICJ/ The Ai F=d JOB#: SU41 L01 Truss ID: D6 DurFacs L=1.25 P=1.15 Rap Mbr Bnd 1.15 O.C.Spacing 2.0-0 Design Spee UBC -97 Satin T6.5.41 - 0 Job Name: HORTON0606 1100 x -IAC RHACT Sx2a REO -13 TC 2x4 DFL 01 1 2- a-12 933 5.50• 1.50• HC 2x4 DFL 0i 2 22- 3- 4 9]] '.5a• 1.50- WEB 2x4 OFL STANDARD ttxa RRoulRmaarra ohown ase eased ONLY SLIDER 2x9 DFL 02 an the uvea material at each Leasing PLATING BASED ON GREEN LUMBFJt VALUES. TC PORCH AXL BND COI 1-2 43 0.01 0.11 0.12 2_3 -130 0.00 0.26 0.26 3-4 -1081 0.01 0.26 0.27 4-5 -1081 0.01 0.26 0.27 5_6 -130 0.00 0.26 0.26 6-743 0.01 0.11 0.12 Be PORCH AXL BNO C01 9:9 04 0.00 0.10 0.11 9-10 969 0.11 0.30 0.41 10-11 174 0.09 0.30 0.39 11-12 774 0.09 0.30 0.39 1]-13 969 0.11 0.30 0.41 13-14 84 0.00 0.10 0.11 NIDA PORCH Cal WEB PORCH CSI 2-9 -179 0.02 s-12 -69 0.02 3-9 -1125 0.43 S-13 -1129 0.43 310 -69 0.02 6-13 -179 0.02 4--10 260 0.12 9LDRL -127 0.01 4-12 290 0.12 BLORR -127 0.01 2 3 4 S 6 7 500 -5.00 4.4 MAX DEFLECTION {span) : U999 MEM 10.11(LIVE) LC 19 L= -0A9" D=•D.10" T=-0.19" MAX DEFLECTION (cant) : L1999 MEM 13-14 (LIVE) LC 29 L- 0.06" 0= 0.00" T= 0.01" - Jolnt Locations mac 1 0.0-0 9 0-0-0 2 1.3-9 9 1-3-e 3 5.1.10 10 7.1-6 4 11-0.12 11 12.6-12 5 16-11.14 12 150.2 6 20.10-D 13 20-10-0 7 22-1.9 14 22.1-9 22_ 1-5.4 8 e 10 11 12 134 1.SI -4 - �-' STUB STUB Connectors Truss ID: D6A Drwg: Plating spec : ANSIfrPI -1995 This truss Is designed using the THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Coda. Bldg Enclosed a Y05. Importance Factor =1.111) MULTIPLE LOAD CASES. PLATE VALUES PER 1CSO RESEARCH REPORT 01607. Truss Location = End Zone Loaded for 10 PSF nen Concurrent BCLL Bldg ength =a0aA0 N Bldg Width =e 25.00 ft Eng. Job: EJ. Moan roof height = 14.7714 mph a 80 7hltdeJjn4fara4 Ae9vhAwl ballJGox anyaaml salrmvgnevr. hAartKca b4rdaa,PaeytrauserPrm'4hdMrAemapaKnl wra4f � UBC Standard Occupancy. Dead Land = 26.8 pat 2 3 4 S 6 7 500 -5.00 4.4 MAX DEFLECTION {span) : U999 MEM 10.11(LIVE) LC 19 L= -0A9" D=•D.10" T=-0.19" MAX DEFLECTION (cant) : L1999 MEM 13-14 (LIVE) LC 29 L- 0.06" 0= 0.00" T= 0.01" - Jolnt Locations mac 1 0.0-0 9 0-0-0 2 1.3-9 9 1-3-e 3 5.1.10 10 7.1-6 4 11-0.12 11 12.6-12 5 16-11.14 12 150.2 6 20.10-D 13 20-10-0 7 22-1.9 14 22.1-9 22_ 1-5.4 8 e 10 11 12 134 1.SI -4 - �-' STUB STUB Connectors unless by "MX" for HS 20 gauge or "H" for 15 gauge, positioned per Joint Detall Reports available from Truawal software, unless noted. All plates are 20 gauge Truswal preceded WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. 7hltdeJjn4fara4 Ae9vhAwl ballJGox anyaaml salrmvgnevr. hAartKca b4rdaa,PaeytrauserPrm'4hdMrAemapaKnl wra4f � Chk: MC Dsgnr. KJD ® anJJasemac�rtlanr sirh r7e aurcntvmlwgjTP7aaJ.IfPAJer41na m a8rhark�a �baftJlnrJclartaJarm�1®rma r�Ar �tmdr wl(led bl'IAa muY�onmr�nuvgfrtdurcra,vLhrbJ7r6rpiJerfsee•p+iw J anmbe ,el6mlenlAh*.Ip Kerr 5rear•rl at bxdln)thgw;cdby Ov lacul bdtd0.x �e a°d fiapernatnr�1=11M ntlrlrfyta�106r1Am the lqp rAartl TC Live 16.00 psf WOOD 6fmaalsb M�Qr��., r> =e�dr �rr��m.''°rr�9r"�`�a� 'b�'°�°""`*; Maaatm,�rr TC Dead 16.00 pelf WESTERN muei BrodaxrAO.mlrforlamvlrupmn alnkanbrn aa7 ro.edaa Lur4Rnt fmarA. IA4aanpmcN ptatemmWaa F'uMrmr4 ae.('wdl BC Live 0.00 psf ®FABRICATORS `wnwwa- wwillm the maaweeaw-1afmat-lro�+cxJ1P%jgmawctiae andbmxlbtrrwrMacsonrosa atiAUefa/kuivYeaad+ntrr'lOiMDATNIS'lg rn ci HAWffl R9r7CA I"W"d rtua Coa-9 BC Dead 10,00 psf aJ,WcAa 9saJordDady,, Reelaarlbllelµ 77ANDlING 1NSrAWNOAND DRACMGAfErAL PIATECONNdCl6D IrOOD 7RUSSIS Drlrt Wtatt.IHra JJ719. 2700 RIECO ROAD, ELVERTA. CA 95628 .(HlDAll nor Hm.91SuA1AGxrmmrrl5'D4. ne That Plate 145lla1efTP/l trtamralaf 1),Om Ffo pro M,tmatee4 Fame and PopnArmdallm fAFT.0 4 halal al Ill / 1r1A SDret NAV, seem lVaallugtm Ociotu4 TOTAL 42,00 psf Scale: 7132" =1' JOBth. s22411.01 Truss ID: D6A DurFars L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spac UBC -97 Seqn T6.5.41- 0 Job Name: HORTON0606 ORD x -LOC RRACT 0922 R89'P 1 2-11- 0 2817 Iran 1.sa• 2 22- 1- a 2017 HOR 1. So• ORO Ragatxm®rTs shown are boned ONLY an tan truss material at each hosting BRO RANGER/CLIP NOTE 1 Hangar TB9- 2 Banger TRE• •NANa6R16) TO BE MWINREREO Support Camectiao(s)/Hangar Is) are not designed for horizontal loads. TC FORCE AXL ONO C91 1-2 -3110 0.02 0.05 0.07 2-3 -2461 0.01 0.06 0.08 3-4 -1863 0.01 0.06 0.07 4-5 -1883 0.01 0.06 0.07 5-6 -2467 0.01 0.06 0.06 6-7 -3110 0.02 0.05 0.07 Be FORCE ARL ONO C62 6-9 -2 0.00 0.12 0.12 9-10 2628 0.15 0.12 0.27 10-11 '2210 0.17 0.02 0.13 11-12 2210 0.12 0.02 0.13 11-13 2826 0.18 0.12 0.27 13-14 -2 0.00 0.12 0.12 NEB FORCE C91 1-1 -2636 0.14 1-9 3194 0.65 2-9 479 0.03 2-10 -706 0.04 3-10 530 0.11 3-11 -741 0.06 4-il 1199 0.24 TC 20 DFL ill Be 2x6 DFL 02 WEB 2X41 DFL DARD 2x8 DFL 02�A9-2.13.6 ♦ter+a...+♦♦.....r•t.a♦ Nall pattern shown Is for PLF loads only. Concentrated loads MUST be distributed to each Ply squally. On multi -ply with hangers, use 3' natifi min. Into the carrying member. For more than 2 ply, use additional fasten - ars as Indicated from the back plys, or use any other approved dotal] (by others). Truss ID: D7 DrWg: Plating spat : ANSI/TPI -1995 This truss Is designed using the TMS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Coda. Bldg Enclosed =Yes, Importance Factor =1.00 MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 91607. Truss Location = End Zone Hurriconalocoan Lina - No, Esp Catogory = B Loaded for 10 PSF non -concurrent BCLL Pom,anont bracing is required (by others) to Bldg Length = 80.00 i1. Bldg Width = 25.00 R Mean height= 14,77 R, mph - 80 prevent rolaUanlmppiing. Sae BC511-03 preventratat mot UBC Standard Occupancy, Dead Load - 26.0 psi and 1.UTPI PLATING BASED ON GREEN LUMBER VALUES. ---LOAD CASE91 DESIGN LOADS Dir LPIf LLoc R PIf R Loe LUTL 2-PLYI Nall w110d BOX, staggered (par NDS) TC- 2 BC- 2 WEBS. 2 -PER F0OT1- TC Vert 64.00 2-9-4 64.00 22.2-12 0.50 0.00 In: Be Vert 20.00 2-9-4 20.00 22.2-12 WESTERN .,.Typo... the XLoc LUrL Be Vert 2000.0 s- 6- 0 0,38 FABRICATORS eeVert 2000.0 19.6-0 0.31 • 9.8-12 9-&1 WBB FORCE CSI 2 3 4 5 6 7 5-11 -747 0.06 2•PLYS 1 5-12 538 0.11 6-L2 -706 0.04 REQUIRED 5.00 -5.00 6-13 419 0.03 7-13 3194 0.69 7-14 -2636 0.14 5 8-9 3.6 T 11-5- 14 B1 4.4 MAXUFFLECTION j�appan) % L`l999 MEM 10-11 (UVE) LC 1 AalntLocations 1� 0.0- 0 6 0.0.0 -12 s 13.212 12 ]8212 6 16-8.12 13 16-8-12 7 18-5.6 14 16-5.8 3-1 7-e 3-4, 4-1 3.4 f6fimo .- 2000#} 2000 B2 9-5-1 12 13 14 2-9-4 _�1 a 10 11 STUB STUB STUB 20 Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. All plates are gauge WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Job: EJ. Eng. Joo TAfr dalgl ularw Ndlaldrml bua,8eg rarepanmlAW frm>7TIma fl Mrhem hWrde,l((!ml(eralAsrkedbplhe sotnOeraW uvm�aUlDer Na re4+wu1ba10'4amnrodjard&uembnAlaceuruq: DWmdw Chit: Me Dsgnr. KJD ® mrddoneNoewrdeecexalrlhrerarvul,mrfa,rsf7PlmdAFPAduflaamrfardr• memhe,rr0ldbrdm m^wake"'rl°°'"0dr'WrW"s11C'Pilnrfo�rwr tLa lwlldMr�� 7rdedArruner ufW roe wPsfiard TC Live 16.00 psf WOOD �If,aarr�111em�a�l��t�^ 4fmwUr branal brlheroofy/lasrrhmrAlag tectalu bmroar rhard4fmueay hnnsdbl'u�C��°o1�AR k°'rDQldfrm7'uarin! wfm erko+r4° TC Dead 16.00 psf WESTERN rotml. 8nadrl ahoaa4forlarcmlrupporl ofr+onponmrr nnaaDur artly rorvh�fmrl8na fr'r111h. filreearpenm/thadrml hepfaa�dMwry l0r:m,d�i,rta�rm+nn7arplare mrmdw. Fshricar4 hwa64 farWl Be Live 0.00 Psi FABRICATORS elreavnNCllrIhW M71NWerflC nmLlum raaNal rlfrhe„vad fo Bused fh4 rnrrNusmnlmew uUh drojdtaninrsmulaell: 1DIMOfifAlLS ar 7)urasl INSi/1P11:7t7CA 1'•rl mJlteu CawN BC Doad 10.00 psf mrclham q(dmerhn S)amWd lkrlgr Rnpa,dWelet 7fANDLIN6lNSTAt1JNGdfVD BlLIC7NG AI6TAL PLt7EC'ONNPC7FD IVOOD TAl/SS61' Od�Mmlfrun. IrtrmnrM 1371 D, , 3700 FUEGO ROAD, EWERTA. CA 05628 .lNlB•D11na17110•Rl SUdrA4tAY51l667'hr TP7. The fnar PlalrinnlwefmlJekmtlwDYhrq#Ms 111 IRIA,4rml NIY, Sfe J00, IVarhln;fee DC300l6 TOTAL 42.00 psf the Amsrfcan Fared mid Paper.brotfWlan (AF1'Al b famed W ! u4., = V JOBO: 522411.01 Truss ID: D7 DurFacs L=1.25 P=1.15 Rep Mbr and 1.00 O.C.Spacing 2.0- 0 Design Spec UBC -97 Satin T6.5.41 - 0 28-9-4 , 0-2-12 10 11 12 13 14 15 18 17 10 19 STUB All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for le gauge, positioned per Joint Datall Reports available from Truswal software, unless noted. 5cale-br3T- = T' WESTERN WOOD ®FABRICATORS 3700 RiEGO ROAD, ELVERTA. CA 95620 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Thft deAYn4jwan4Wfrl4mlba0d7n; maPwmw rolma,n•+rvu•lr Aarbern eamlanmslBmrim*worbi'++��w++Bawer amldaaeNaaaidm+ve nvA rbewrrW,mbiv ofiPlandAFPArIulTnrrandmth AL,r,I-dbl uuuu+unfjor,Omrn+M dammry: Dhuaulan, armAelc+Urd6!'✓ienanPonrnrewnr(aameramtbrbWrJf"Ydnlga<rp�lwrojabrrmrlon 7Aebulldladdbvs*nuna,mwJnrharlAefamf, uLfalanrhlrJerfYnma�wa*crallAaroadl�faymal6YlAeladbuffdlnrNdewdfhrpwrlcnfaraPPOmkn 75eduframmv*wlump d -d 4rcremllymorrebYthe=fw/laor+bmrANganddxbwmmdrmd4/amaj.hmadb!•orjashe hr; nwaaldbwlyalwad.wkudihmwe owed amd"Xshwol+larlmaWzvAvnejmuym mumwbenonytorahrebad/leak"9A tbtramyoam+Aallmrbeplamlh m0 m1trO rAarUtU Qjh°'Wammnrrnrvfah hvadmems+t1N•mndar� cmucta+pmwwradoaFa�menonscwwr awbma Nfrwale acmrdanee KhArhe%dkaiaYircad,+1+:701NfDfi7.1llSby menu. :usrmvr:'IvtG d'•maod murd-annad grAwatm Smndanl Dsdv Fapa W1(ty.WANDLING/NST.ILLlNGAND BRAaNG METAL PLATE CONNE'= IrOOD MIlSSfS -IHIO-ogand W)8 -9d SUAtM.ABYSNEETbyTPL TAe 7)va Plarofnntrwe(7P1d 41omfdu AbnojAa Drhe AfarBwe lA"uw�u(rt lITIV. 7be Amanammur Fowl Piper Auaiwhm(AFPAfisI"Wddflit loth S red, NW.S'a 6W, lYubtriamA DCJWJa Truss ID- E1 Drw Job Name: HORTON0506 DurFaes L=1.25 P-1.15 Rep Mhrend 1.00 O.C.Spaeing 2-0-0 Design Spee UBC -97 Segn T6.5.41- 0 TC 2x4 DFL 01 Plating spec: ANSIITP) • 1995 This design based on chord bracing applied Aso x -Lac BRACT arza Rwo 2x8 DFL 02 7•T THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 1 �- i aa- 0-12 1790 5.50• i. s]• ]- a 112e s-54• 1.60• BC 2x4 DFL 01 MULTIPLE LOAD CASES. PLATE VALUES PER ICSO RESEARCH REPORT 01607. _ maxo.c. from to TC 24.00" 5-10.75 27-D-0 eR2 Reg1r1R811EM?a ea13 era Leaad ONL7 WEB 2x4 DFL STANDARD bearing Permanent bracing Is required (by others) to Drainage must ho provided t0 avoid ponding. This truss Is designed using the an too turas aetorial st eecb prevent rotationnoppling• Sea SCSI 1-03 Continuous lateral bracing attached to gat TC as indicated. Lumbar must be structural UBC -97 Code. Bldg Enclosed = Yee, importance Factor a 1.00 TC 1-2 FORCE AXL END CS] and ANSIrrPI 1. 2116 0.03 0.17 0.20 PLATING BASFJ] ON GREEN LUMBER VALUES. grade. Brace ® 24" B.C. unless noted. Truss Location - End Zone HurricanelOeoan Line = No. Exp Category = B 1-3 -1750 0.02 0.17 0.19 Bldg Length = 80.00 ft, Bldg Width = 26.50 ft 3-4 -3430 0.10 0.29 0.38 Mean roof height= 11.40 11, mph = 00 4-5 -4046 0.14 0.10 0.31 UBC Standard Occupancy, Dead Load a 26.0 psi 5-6 -4045 0.36 0.00 0.36 LOAD CASE 01 DESIGN LOADS 6-7 -3357 0.09 0.24 0.33 Dir L.Plf L.Loc R.Ptf R.Loc LLITL 7-e -1654 0.02 0.18 0.20 ro TC Vert 64.00 0.2-12 84.00 6-0.0 0.50 9-9 254 0.03 0.19 0.22 `� `r . TC Vert 88.00 6-0-0 68.00 23-0-0 0.50 TC Vert 64.00 21.0-0 84-90 29-0-0 0.911 BC FORCE A7tL 8Ii0 CRI r BC Vert 2750 0.2-12 27.50 29.0.0 OAO 10-11 -152 0.00 0.11 0.11 JJTL -Type- lbs X6.0 11.00 1.00 11-12 -139 0.00 0.11 0.11 -LOC TC Vert 1395 8.0.0 11-13 1974 0.22 0.10 0.32 TC Vert 138.6 8-0.0 0.00 13-14 3551 0.92 0.11 0.63 > TC Vert 83.9 27.0.0 1.00 14-15 3551 0.51 0.11 0.63 TC Vert 93.9 23-0-0 0.00 15-16 3460 O.S3 0.11 0.61 \��� 16-17 1484 0.11 0.09 0.30 17-18 -163 0.00 0.11 0.11MAX 0.11 ��• �'`\�' ry _ DEFLECTION LC 30 MEM 15.16 L 18-19 -196 0.00 0.11 (LIVE) L1999 (LIVE) " " " 1t88 FORCE C9Z NRR FORCE C9I 91 \�� \\ r ' (cunt): MAX DEFLECTION (canq MAX DEFLECTION 2-11 -1683 tl 6-15 661 0.26 • �` Lf852 MEM 16-10 (LIVE) LC 30 2-11 1739 0.70 6-16 -714 0.09 \�,\\li,`" f,'-^` •- :' ' L= 0.04" D= OAS" Te 0.07" 3-12 -683 0.09 7-16 1061 0.84 3-13 1056 0.93 7-17 -647 0.09 := Joint Locations 4-13 -703 0.09 8-17 1662 0.67 5-10-16 t 0.0-0 11 2.5.0 4-15 576 0.23 6-18 -1629 0.18 I 5 -Ba l 7 8 2 2.5.0 12 5.2-10 5-15 -376 0.05 1 2 3 4 5 B 9 7 5.2-10 13 9-8-1 4 9-6-1 14 111-5-4 5.00 2778 17 -D -D 514.3.4 15 14-3-4 618.10.7 1618.1G•7 7 23-3-14 1723.3-14 7.8 2.5.4 z 2. 7 8 26.1.918 2G. 1.0 9 28- 9- 4 19 20-9-4 T 4'S 10 0-0-0 4-S 2-9-10 2.9-10 34 3-4 I SHIP 1 20.5.3 - _ SO -4-1 1. 28-9-4 , 0-2-12 10 11 12 13 14 15 18 17 10 19 STUB All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for le gauge, positioned per Joint Datall Reports available from Truswal software, unless noted. 5cale-br3T- = T' WESTERN WOOD ®FABRICATORS 3700 RiEGO ROAD, ELVERTA. CA 95620 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Thft deAYn4jwan4Wfrl4mlba0d7n; maPwmw rolma,n•+rvu•lr Aarbern eamlanmslBmrim*worbi'++��w++Bawer amldaaeNaaaidm+ve nvA rbewrrW,mbiv ofiPlandAFPArIulTnrrandmth AL,r,I-dbl uuuu+unfjor,Omrn+M dammry: Dhuaulan, armAelc+Urd6!'✓ienanPonrnrewnr(aameramtbrbWrJf"Ydnlga<rp�lwrojabrrmrlon 7Aebulldladdbvs*nuna,mwJnrharlAefamf, uLfalanrhlrJerfYnma�wa*crallAaroadl�faymal6YlAeladbuffdlnrNdewdfhrpwrlcnfaraPPOmkn 75eduframmv*wlump d -d 4rcremllymorrebYthe=fw/laor+bmrANganddxbwmmdrmd4/amaj.hmadb!•orjashe hr; nwaaldbwlyalwad.wkudihmwe owed amd"Xshwol+larlmaWzvAvnejmuym mumwbenonytorahrebad/leak"9A tbtramyoam+Aallmrbeplamlh m0 m1trO rAarUtU Qjh°'Wammnrrnrvfah hvadmems+t1N•mndar� cmucta+pmwwradoaFa�menonscwwr awbma Nfrwale acmrdanee KhArhe%dkaiaYircad,+1+:701NfDfi7.1llSby menu. :usrmvr:'IvtG d'•maod murd-annad grAwatm Smndanl Dsdv Fapa W1(ty.WANDLING/NST.ILLlNGAND BRAaNG METAL PLATE CONNE'= IrOOD MIlSSfS -IHIO-ogand W)8 -9d SUAtM.ABYSNEETbyTPL TAe 7)va Plarofnntrwe(7P1d 41omfdu AbnojAa Drhe AfarBwe lA"uw�u(rt lITIV. 7be Amanammur Fowl Piper Auaiwhm(AFPAfisI"Wddflit loth S red, NW.S'a 6W, lYubtriamA DCJWJa Eng. Job:.EJ. Chk: MC Dsgnr. KJD JOB#: S2241LOI Truss ID: ESI TC Live 16.00 psf TC Dead 16.00 pet SC Live 0.00 psf BC Dead 10.00 psf TOTAL 42.00 psf DurFaes L=1.25 P-1.15 Rep Mhrend 1.00 O.C.Spaeing 2-0-0 Design Spee UBC -97 Segn T6.5.41- 0 Job Name: HORTON0606 11110 z -Loc tleACr size RRO.O TC Ino DFL #1 1 7- a -l7 1077 5. so" I Sir. BC 2x4 DFL #1 WEe 2x4 DFL STANDARD 2 76- 3- 4 1a�0 s. so- 1.64- ase RROa1119KE ie shown are based ONLY Loaded for 10 PSF non -concurrent BCLL an the truss material at each boarin0 Continuous lateral bracing attached to Rat PLATING BASED ON GREEN LUMBER VALUES. TC as Indicated. Lumbar must be structural TC FORCE AIEL END CSI grade. Brace ® 24" a.c. unless noted. 1-2 -1472 0.03 0.27 0.30 2-3 -2057 0.07 0.54 0.61 3-4 -2057 0.07 0.54 0.61 4-5 -1429 0.01 0.22 0.23 5-6 220 0.03 0.22 0.25 HC FORCE AEL BIND CBI 7-8 -33 0.00 0.21 0.21 B-9 1302 0.16 0.21 0.36 9-10 1302 0.16 0.31 0.46 10-11 1256 0.15 0.31 0.45 11-12 15s 0.00 0.20 0.20 12-13 -163 0.00 0.10 0.10 WEB FORCEC9I IM FORCE Cal 1-7 -901 0.11 4-30 906 0.37 1-8 1343 0.94 4-11 -199 0.04 7-8 -150 0.03 9-11 3.297 0.53 2-10 814 0.32 5-12 -1144 0.13 3-10 -488 0.09 T 31 Truss ID: E2 Drwg: Plating spec : ANSIrrPI.19B5 This design based On chord bracing applied THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: from to MULTIPLE LOAD CASES. PLATE VALUES PER ICED RESEARCH REPORT #1607. max C.C. . 15r 21-0-0 oralnago must be pmwldod to ovoid ponding. 7'j a truss designed g g PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Coda. Bldg Enclosed = Yes, Importance Factor =1.00 Dsgnr. KJD Truss Location = End Zone ® HurrlcanalOcean Line o No. Exp Category = E TC Live 18.00 psf Bldg Length = 90.90 ft, Bldg Width m 26.50 ft WESTERN WOOD Mean real height= 119214 mph - 80 TC Dead 16.00 psf UBC Standard Occupancy, Dead Load a I6.0 psf 7-10.15 I r 3 4 5 6 S- - 13.0.0 -5.00 MAX DEFLECTION (span): Lf999 MEM 0.9 (LIVE) LC 19 L=0.07" 0-0.1111" Tom -0.18" MAX DEFLECTION (cant): I1999 MEM 12-13 {LIVE) LC 25 Le 0.02" Om 0.01" T- 0.03' - Joint Locations 1 0.0.0 9 5-5.1 2 5.5-1 9 9-9.4 3 12-3-4 10 12-3-4 4 19.1-7 11 19-1.7 5 24-1-8 12 24-1.6 6 26.9.4 13 26-9-4 7 0.0-0 26-9.4 2-2-12 7 8 9 10 11 12 13 STUB All plates are 2D gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3116" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOBM S7241LOI rwdrrrra o"4wrt.rdrte"0v/"rr>�p etrmrua.norm. n4oreeraa�den,rerUr�orre"rP dbrrneca�oeermaiW10- D'wN&u Chit: MC Truss ID: E2 amldmtdloacmntmrrnirhtMarromwvrronrot7P/amldFPAdnhmnue,lurde NorcQro.ual01ry4auwxdtordWnvutawfamuvcl: Dsgnr. KJD ® am(abew kd by the WKWRem driftrpdarmfBArlmtfart 1Le fedlJfnB dedyaerMunamrlafo lha7 tAeload+ wtlhal (A *AT MW ar etwed ria fond!as tnga udlo-the hmd&ditcmk md1hepaM1W1a`9Wka`1oa r3rde+fl+tauumutAa rho wlr+hunt TC Live 18.00 psf OurFaes L=1.25 P01.15 WESTERN WOOD rrlaMaftyNana/ty(Aemotoria°rfMvM°Sam%thebaaamd°n14/afsralj•Mamlb}•arlgmtAmUdntamc(WdlRr(ryart¢ehatrulmahenAm TC Dead 16.00 psf RepMbrBnd 1.15 noted rlmrtas,harmhta.tat=,at,w>,wofrompowtemembm0.0.tor�ra0tuagk".T rAtrraa,Paaaa,Aa,/a�ea,da�rrb say nett/PiamlNro-t-.M" Ffaraw-Am Fafw a kmktamft BC Live 0.00 pal' O.C.Spaeing 2-0-0 ®FABRICATORS ertmanxarthatailtomuetheaabnwrnartnitraeItoda; and btaQ thL amrm®rdarae aiN(Aatauwtnrmnwtard+r-jolwor.T.utabr 7tanmtstNSYNt t:'trrctt'-rraoa nae cban<s SC Dead 10.00 psf Design Spee UBC -97 afAntn/m 8amfan/Detfpn gopwlMtbhe4 'N.WOMMa IA5TALUNOAND BRACINOAIErAL PN1E COMVWM WOOD 7RU.iSw 3700 RIEGO ROAD, ELVERTA. CA 03026 .(Illa-al)=d'fait.91SIrANfAArSHEGr'byrPL 7ha Tear Wafd/aaaa(tl(TP/ltrtamtdat DYhrq(rW Orire AfadWo. nlaanda 1171V• TOTAL 42A0 psf P Segn T6.5.41- D MAoiedew Farts and PgwAnodarfan (rtFPA) 4located ot 1111 l9ih 9m(. NIP. Me sK Irethfnitan. DC300A4 Job Name: HORTON0506 Truss ID: E3 Drw : no I -IAC "AM 8118 REO'D TC 2x4 DFL 171 Plating sppec:ANSII PI.1995 ++++++++++++++++++++++ 1 2- a-12 7567 5.58" 4.04- 2x8 DFL 02 3.6 THIS DESIGN 13 THE COMPOSITE RESULT OF Designed for 2.5 K lbs drag food applied a as. f_ 4 vaos s.so- �. es• BC 286 DFL SS MULTIPLE LOAD CASES. evenly along the top chord to the chord Sao R3:;X 8r s ahavn are based armT WEB 2x4 OFL STANDARD PLATE VALUES PER ICBG RFSEJIRCH REPORT (31607. ®ea. hearing (unless noted), concurrently as she truss material at each hearing 2x4 DFL 01 3.12 Loaded for 10 PSF non -concurrent BCLL_ with dead + 0 % Ilya loads. D.F. =1.33 Lumbar shear atlowablas are per NDS. +++++++4 +++++++ ♦ 4 + ♦ +++ Herb. reaction - 2.5 K lbs. ea. bearing. TC FORCE Aa[. tum CSI Drainage must be provided to avoid pending. Nall pattern shown Is for PLF loads only. ConnocUon (by others) must transfer equal 1-2 -191 0.00 0.06 0.06 Permanent bracing Is required (by others) to Concentrated loads MUST be distributed to land to each ply (or add-on) shown. 2-3 -8977 0.19 0.30 0.47 prevent rotallotdtoppling. Soo BCSIt-03 each fly equally. On multi -ply with hangers, +++++++++++4++++++++++ 3-4 -13745 0.23 0.28 0.51 and ANSUTPI 1. use 3 nails min. Into the carrying member. This design based on chard bracing applied 4-5 -13899 0.25 0.26 0.51 Continuous lateral bracing attached to gat For more than 2 ply, use additional fasten- per the following schedule: 5-6 -13899 0.23 0.26 0.50 TC as Indicated. Lumber must be structural ers as Indicated from the back pays, or use _ { max O.C. from to 6-7 -9625 9.20 0.24 0.45 grade. Brrco 24" o.c. unless noted. any otherapprovad dotall (by others). ""•� TC 24.00" 8-4.15 20• G.0 7-8 -193 o.00 0.07 0.07 PLATING BASED ON GREEN LUMBER VALUES. ++++4 ♦+4+++++++4+++++♦ This truss Is designed using the 2-PLYI Nall w/10d BOX, staggered (par NDS), r UBC -97 Code. BC FORCE AXL END C91 In: TC- 2 BC- 4 WEBS- F � 2 "PER 1 �� , Bldg Enclosed +Yes, Importance Factor =1.00 9-10 1679 0.29 0.20 0.48 _ Truss Location +End Zone 10-11 9333 0.]5 D.19 0.53 �0•`} HurricanefOcann Lino=No, Exp Category =8 11-12 9476 0.35 0.22 0.56 �� ,!;"'�� Bldg length = 80.00 It Bldg Width = 29.50 It 12-13 13766 0.91 0.24 9.76 ,' S r �!,�' Mean roof height= 1192 (q mph = 80 1]-19 13766 0.51 9.26 0.77 UBC Standard Occupancy, Dead Load = 26.0 psi 14-15 9958 0.37 9.24 0.61 m y, ----LOAD OAD CASEd1 DESIGN LOADS 1-16 9710 0.36 0.21 0.47 TC VartLPlf 64.00 2.6.0 134.00 26- 6- 0 0.50 166-17 82]B 0.31 0.15 0.46 .�v\, _'' --�.. BC Von 560.00 2.9.0 590.09 22-0-0 0.37 WED PORCH C91 WEB FORCE CBI J ��ry�SC Vert 20.00 22-0-0 20.00 29.6-0 0.00 1-9 -119 0.01 5-14 -107 0.01 ^>` -Type- lbs X23. 00.3 2-9 -10066 0.62 6-14 4777 0.97 BC Vert 2]10.0 23.0.0 0.38 2-10 2878 0.56 6-25 2147 0.44 3-10 -2019 0.13 6-16 -1999 0.1 �'l1 3-11 2062 0.42 7-16 3149 0.64 5-10-16 5-10-15 MAX DEFLECTION 3-12 5091 0.39 7-17-10799 0.6 U999 MEM 13.14 VE) LC 1 4-12 -388 0.03 8-17 -126 0.012 -FLYS 1 2 3 4 5 B 7 B L--0.1 S" D=-112 " T=-0.38" 4-14 619 0.12 Join 1 Loc llons -0-14 REQUIRED S.�D 12-0'0 -5.00 1 0-9-0 to 3-9-14 2 3-0-14 11 5.3.10 3 5-5-6 12 9-9-3 T 8-14 254 24 , 4 49.3 1311-6- 514-2-1] 14 14-2.13 4-14 6 18.6.10 1s 18.8-6 4-12 7 20.11-2 16 20-11-2 0 24.0.0 17 24-0-0 1.5 4 3-10-2 9 0-0.0 3.,D.2 ,.5.4 -4-9 -10-2 1 I1-4-9 S-MX1B-10 B'B B 10 B2 V /�OFESSIp 23109 x.57cc 11 24-0-0 �9 10 11 12 13 14 1s 18 17 - • i'.13 /De 2.8-0 STUB STUB ' "tV7 0IN0l All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "M" for 18 gauge, positioned per Joint DetalI Reports avallab [a from TruswoI software, unless noted. Scale: 7132" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Jobs .EJ. JOB11:522411-01 glrr„1r/y,ap6,plwrhmlM,arrtagmnpioamrearrounnaKRMrfxenbmedonrpR{RrneonrprsK,tedbffhecwrpa.ea.rn,wry(wnnr Chk:MC Truss ID: E3 wddwm Aaswdaaee nSb the eunrw wrfwu aJfl'laedAFPAdultr,rumlerdr. Na.eq,8818+IWY(rauume/farrae,rerfanalamwg: Mu mMnr Dsgnr. (WD wTbbe N.Mefed la•dRtarupanenr manyfwebaramtbrhultdfnt dultaerpAorbfeleimffaa The huRdlnt,kdtanmaAmnrfeM lite lAefeade TC Live 16.00psf DurFaes L=1.25 P=1.15 udfpdonrhLdedt marareurnlrheloaJtrthnpwdh7•rMhxvlhufkfmt �r�P���WgRau� t""'°^^re�°r r°Pele^f WESTERN WOOD 4rmemlp�Mavlfp'rhersnlar/fssrdmulALrtunilfln0aewrAwrl4fuxsslyMvalDi'angGlihearMataurerfalJLedtymlad+al w4srmhrn,fu TC Dead 16.00 psi Rep MhrHnd 1.00 awrd Omd,Orhrms4fvlafmdMN�af�^7�arerwyu6er°nry'bmh,afmclsntfeetlA iMem�snmfrhe/laabephrce,lWmiy ®FABRICATORS mJO/MOETAwJtSbp F1•NIkyoadrutm+41 BCUve 0.00p3f O.C.Spaeing 2-0-0 ae"xHl6rura°r"ho'eaumevsnfuncr uirh urefbRs�rrntrrwrdwdr: lhmm7. ANAt/m/f; 7PhTCA'T.uu CaameO BC Dead 10.00 per Design Spee UBC -97 afNneAca ymxMn/e6vltn Rerpwldlr/lale4'IDINALIM fNST, LWMAND IRACYNGAIEIAL PLATE Ctihw£CTED WOOD TRUSSES 3700 FUEGO ROAD, ELVERTA, CA 89028 .fiil0.911wui-nln.pisuAmmRrsitEErby Tri. The 7rwr PlWelarOrwe fO'l14lwmnfar 9'OimJifo Crlrk Alad/ran 111rrmrrfa JiT1Y. IraAft1m. TOTAL 42.00 per SegnT6.5.41- a TheAmalwa Fame and Paper A=Iultan (A"A) Is kraftV-1 11;1 10k SOW. NIF. Pe 820t 1117200JA Job Name: HORTON0606 Truss ID: K1 Drw RRO I -Loc ancr SIZE aa0'D TC 2x4 DFL #1 Plaling spot : ANSIITPI .1995 This design based on chard bracing applied 1 �- a -u 6eD s.so• I..". BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF par the following schedule: I9- I- 4 est s.9o• 1.60• WF9 2x4 OFL STANDARD MULTIPLE LOAD CASES. Max O.C. from to etrra shown are beaed DITY Drainage must be provided le avoid pending. PLATE VALUES PER ICBG RESEARCH REPORT #1607. This truss IsOdest n d24.'1 sac REQUIRBnusing he as the truss material at ase:h bearing Continuous lateral bracing attached to flat petmanenl bracing Is roqulrod (by others) to 0 TC as Indicated. Lumber must be structural prevent rototianfloppling. Sao BCSI 1-03 UBC -97 Coda TC PORCH ARL DND CHI grade. Brace ® 24" o,c. unless noted. and ANSVTPI 1. Bldg Enclosed = Yes, Importance Factor =1.00 1-2 -45fi 0. DO 0. D3 0.03 PLATING BASED ON GREEN LUMBER VALUES. Truss LOeallan a End Zone .10 Hurriernel0eoan Lino ■ No, Exp Category - B 2-3 -791 0.01 0.09 0 D Bldg Length = 80.00 it. Bldg Width = 8.26 It 3-4 -791 0.01 0.09 OAreal 4-5 -456 0.00 0.03 0.03 Mean of holghl= 11.09 it, mph = 80 UBC Standard Occupancy, Dead Load - 26.0 psf ----LOAD CASE #1 DESIGN LOADS BC FORCE AXL END CHI Dlr LPIf LLoe R.Pif R.Loe LLITL 6-7 16 0.00 0.07 0.08 TC Vert 64.00 2-6.0 64.00 4.6.0 0.50 7-6 393 0.06 0.09 0.15 TC Vert 64.00 4.6.0 64.00 11.6-0 0.50 8-9 393 0.06 049 0.15 TC Vert 64.00 9-6-0 64.00 10.6.0 0.50 9-10 16 0.00 0.07 0.09 BC Vert 90.00 2.0.0 80.00 10.6.0 41.30 ...Typo... lbs X.Lac LIJTL Wall FORCE C9I WEB PORCH CSI TC Vert 320 4-0.0 1.00 1-6 -636 0.07 4-8 452 0.16 TC Vert 32A 4.6.0 0.00 1-7 576 0.23 4-9 -210 0.02 TC Vert 32A 0-8.0 1.00 2-7 -210 0.02 5-9 576 0.23 TC Vert 320 &6-0 0.00 2-9 452 0.18 5-30 -636 0.07 3-6 -192 0.02 MAX DEFLECTION (span) U999 MEM 9.9 (LIVE) LC 1 1-10-15 1-10-15 Le -0.01" D- •0.01" T- -0.02" �1 2 3 4 5 - Joint Locations 1 0-0.0 a 111-D•0 5 0 - 4.0.0 -5 aQ 1 2 1-7.13 7 1.7-13 3 4.D-0 8 4-0.0 B4# 64# 4 6.4- ] 9 6- 4.3 s 6-0-0 to B -D-0 6_ 1.54 5 3-4 34 2.2-2 T 2_2.2 T SHIP 1 1 9 QPpFESS10h� l� c 2.54 3-7 2.s4/� 24 -1 ` , M 57311` 1 B1 82 a -0-o 260 B 7 a a 10 2.6-0 STUB STUB All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 21132" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng• Jabs .EJ. JOB#: S2241LOI Itiiarber,,,weAaa VedjkwAwprorfdWbytkafwwgrzW� Obnrmmro Chk: MC Truss ID: K1 and asst m awvrdanre uiA tAa ameN rentsn+af D'1s W tFPA rtrrrpn+rsmktdr Nates¢ a u2flrp trawxvifardunufsnd rasv>�: Dsgnr: KJO smm6ew(JfdN'rhewn.,po,vnlnanufansreraaJbrfwfL6stld�fi'�P�m%u8rfmtlmt T4e0Wtdtspdedluvamanamfnrkstlhcfomlt lyetoU&Mt�fn-the �l�tfta�and (hdP 1=Iarr a Thede�nanwathw1kopch d TC Live 16.00 psf DurFacs L=,.25 P=1.15 WESTERN WOOD "°t` °°(Wd,`r°°"ar ff- (r talersfry beanMby ldemalarfl*wjheosem8 and tda town rbW 1.lawnilrhxmn'ys NtldrAemumr nmurldd1MVb-d+wt w+b+a�+ TC Dead 16.00 psf Rap Mbr end 1.00 ®FABRICATORS "cast aArror:AoMnhforror�/,orA,mrofw��araa.�rua�ode„roarymaodmod dru$raDDk tw�avoaQu.Aonaa+er�roo<dmo4r t PlIa ar"""mrvWwaalAtmalth- nmo`dmeseaarae°maj9%am1hramv=maemorPh"W"rrao. FodrmeAwd7alo+tdr BC Live 0.00 pat O.C.Spaeing 2-0-0 ami M+ee td4brmmaas.dmre MiAtArJnllouL+Q+mndvJrYO1MDErAiLSdyrnuuut.4AMMIJI.Il=1'•IvoodrhorewnrU BC Dead 10.00 psf Design Spee UBC -97 sjAarMra SuadaNflnfym eegwu itat'HANDLINGINSrALUNCANDDINCJNGlfETALPIATECONNECMD WOOD MLWS4 3700RIEGOROAD. ELVERTA,CA95626 .tulf•9l)mdmm-olstr AtAnrsHEErbi-TijI fie7h+mPm+ermdweffl'1)4larweddDtbwjrisUef lfmHm4lVlrmnWrlrT/y. TOTAL 42.00 psf Segn TB.5.41- 0 TheAmeXms ForaetaadpgWAnodanun (AFPA) telamtedat fill 19tAStm+. MP. Se Aa4 WarhdGtaq DCJDOJd I 2-2-z 111 81 3-0 T 1r B2 i t-0-0 24-0 6 7 B 9 10 2-" STUB B STUB 2-2-2 SHIP All plates are 20 gauge Truswal Connectors unless preceded by "MX' for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 15132" = 1• Truss ID: N1 Drw : Job Name: HORTON0506 JOB#: S22411_01® Truss ID: N1 TC Live 16.00 per TC Dead 16.00 psf BC Live 0.00 psf BC Dead 10.00 psf P TOTAL 42.00 psf Durfars L=1.25 P=1.15 Rep Mbr Bnd 1.00 O.C.Spaeing 2-0-0 Design Spec UBC -97 g SegnT6.5.41- 0 7C ZX4 DFL Al Plating spat: ANSI1TP1 - 1995 This design based On chord bracing applied ORO X -WC RM= B3Z0 REQ'D BC 2X4 OFL pi THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 1 2- a -i2 93e 5.se• 1. s9• 2 13- 3- 2 s3o 6.60• 1.fio• WEB 2x4 DFL STANDARD baaea Drainage must be provided to avoid ponding• MULTIPLE LOAD CASES. PLATE VALUES PER 1CB0 RESEARCH REPORT 31607, max o,e. from t= TC 2430" 4.4.15 11. 6-0 Dim Rmmn:;He ms ebora are arta beariag Continuous lateral bracing attached to gat Permanent bracing Is required (by others) to e This Was fn designed using the an the truas materiel at aneb TC as Indicated. Lumber must be structural prevent mtagonitoppling. Seo SCSI 1-03 UBC -97 Coda. TC FORCE ARL SND CSI grade. Braco ® 24" o.e, unless noted. and ANSIITPI 1. PLATING BASED ON GREEN LUMBER VALUES. Bldg Enclosed =Yes, Importance Factor =1.00 Truss Location= End Zone i-2 -692 0.00 0.07 0.07 HurficanelOcean Line - No, Exp Category= 5 2-3 -1546 0.04 0.22 0.26 Bldg Length - 60.00 ft. Bldg Width = 11.00 fl 3-4 -1546 0.04 0.22 0.26 Mean reef height= 11.09 fL mph = 80 4-5 -692 0.00 0.07 0.07UBC Standard occupancy, Dead Load - 26.0 psi OC 6-7 FORCE ATCL Otto Cs] 15 0.00 0.23 0.33 LOAD CASE k1 DESIGN LOADS Dlr LPH L.Loc R.Pll R.Loc LIJTL TC Vert 64.00 2-fi 0 84.00 4-8-0 0.50 7-8 fl -9 b00 0.09 0.23 0.33 600 0.09 0.23 0.33 ® ® ��®® 1 TC Vert 64.00 4-8.0 84.00 11-6-0 0.50 TC Vert 64.00 11-8-0 84.00 13-6.0 0 9-10 -15 0.00 0.23 0.23 FORCE C92 BC Vert 96.00 2.6-0 95.001]-e-0 D,].30 LITL ...T 6... lbs X.L6- L1.00 32.0 1.00 van 1-6 Ponca CBZ Iran -956 0.11 4-6 1000 0.41 ��.,�, TC Vert 4-8.0 TC Vert 32A G.002-7 1-7 676 0.36 4-9 -274 0.03 y TC Vert 32A 1.6- -274 0.03 5-9 076 0.36 Aq TC Vert 32A 11-6•0 030 2-8 1000 0.41 5-10 -956 0.11 3-8 -265 0.03�� MAX DEFLECTION (span) U999 MEM 8.9 (LIVE) LC 1 L=-0.02" 0=.0.04" T=-0.07" 1-10.r 15 140-15 Joint Locations = r 4 1 0.0-0 6 0.0-0 S 1 2' 3 2 1-7-13 7 1.7-13 - ] 5.9.0 6 5.6.0 7-0.0 s iD 11-n 5.p 6411 8 -5.00 11-0.0 0 I 2-2-z 111 81 3-0 T 1r B2 i t-0-0 24-0 6 7 B 9 10 2-" STUB B STUB 2-2-2 SHIP All plates are 20 gauge Truswal Connectors unless preceded by "MX' for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 15132" = 1• WESTERN WOOD ®FABRICATORS 3700 RIEGO ROAD, ELVERTA, CA 96621 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. T66dedta4jnrmrlmfivAluol(nJtM�yraa+po�remwtrruaagiren A�r�era�am,an,nm�•l��t�eraeN,a��r aWdnaeUa®nhrMa with Ike norm �anWnr ofTPlmuIAFPAdultn ct=rl air. hb rey=nriEAAJ'ltuunnedfarrArumrtonnlamuog: A(annrlan+ amrolmrcrbWbythe cangmerj a e"ttwaaJkr&dId7ntra4wprfart0faw r(oa 7trcDuAdtayrlalanaw,ueormnetnuwthemmtr mBLelwthededtnareetwrrrerlrheloadNtfvVmrt+ll0rhekwth�llXntmrreaadNePa.rkvfaraPPllavfon Therki!{°uamue+rh°rrheralrrAnal lrfinemtq•h,ae.,fayrhrroojwJlawshm,hmtamlrAehouanchonl4fmdalybrorsJbyeAt(drhmhGtwrnfafdher+6 a=sM4 wteQanr, ;,a aced&udatthmmUjarfaremfmp/arroftaaruaeabw=nErr+oe/yrarofnaMdV/ntkntrA JNrtmnpaKnirkdlrux(�rplRrdfnaay env6anwenrrh"ft1" um rheuaUrwernarenrgfrhanoodroauaffDriwuNvmwemamsrarPlrom.odaaFablenrehundlafntra(1 wulaaedrlraarrfa aceartJnam uiih rheja/lanfat rrn:ulardr.70/NTDETAl1S by Twuat ANSUTPI f:1f7CA1••Iroml Ther [uwrl! af4wim Srwdartt Dep Rewam:WlfttA HANDLING IWALLINO AND BRACING AiErAL PLAM CONNECTED WOOD TRUSSES .(UID-9l)and Ill&91SUMAi1RrS1lEErbrTPI. The 7Frer Plate/ntrAnrcfTPfTLfomredn/Dneojrw Orire HnrOrrat IPymadn iJ71D. the Amdd=FmrunndPaperAMMIadnnlAFPA)IfMMefm11)119rhSnert,N'rSreBog ,Wwfi trw,DC10074 Eng. Job: -EJ. Chit: MC D5gnr: KJO JOB#: S22411_01® Truss ID: N1 TC Live 16.00 per TC Dead 16.00 psf BC Live 0.00 psf BC Dead 10.00 psf P TOTAL 42.00 psf Durfars L=1.25 P=1.15 Rep Mbr Bnd 1.00 O.C.Spaeing 2-0-0 Design Spec UBC -97 g SegnT6.5.41- 0 Job Name: HORTON0506 Truss ID: P1 . Drwg: I BRod-IAC REAQ BIZE REO'D 1 2-E-12 1112 9.90• 1.90• 2 70- 1- 0 1083 HGR I.6D• BRO RBOVIRB ENTS Showa are based Otlt.T as the trues materisl at garb bearing BRo Ie1MM/tSSP NDTB 2 Hangar TBE• •I AMM IR) TO HE ®lOI MMRD Support Canasctlan(a)/Hanggr(e) are not designed Lar horlrantal loads. TC FORCE AXL am CBI 1-2 296 0.02 0.05 0.07 2-3 -2550 0.01 0.18 0.19 3-4 -2387 0.01 0.36 0.31 4-5 -5413 0.06 0.36 0.43 5-6 -5853 0.08 0.25 0.33 6-7 -5853 0.08 0.41 0.46 7-9 -4077 0.08 0.46.0.54 BC FORCE AXL BUD C32 9-10 -238 0.00 O.OB 0.08 10_11 -217 o.a6 0.12 B.12 11-12 5328 0.40 0.10 0.50 12-13 5935 0.44 0.10 0.55 13-14 5935 0.44 0.05 0.50 14-15 4354 0.33 0.09 0.42 15-16 48 0.00 0.14 0.14 TC 2x4 DFL 01 Be 20 DFL #1 WEB Zell DFL STANDARD ++++++++++++++++++++++ Nall pattern shown Is for PLF loads only. Concentrated loads MUST be distributed to each ply equally. On mulUyly with hangers, use 3" malls rolls. into the carrying member. For more than 2 ply, use additional faston- ers as Indicated from the back plys, or use any other approved detail (by others). ++++++++++++♦+++++++++ 2•PLYI Nall wiled BOX, staggered (par NDS) In: TC- 2 Be -2 WEBS- 2 -PER FOOTI•• WEE FORCE Cal WEB FORCE CBI 2-10 -2112 0.12 5-14 -436 0.02 2-11 2617 0.93 7-14 1630 0.33. 3-11 407 0.06 7-15 -1469 0.0 4-11 -3219 0.31 8-15 4407 D.89 4-12 464 0.11 8-16 -1987 0.132-PLYS 5-12 -601 0.06 REQUIRED 5-10.16 r 1 2 3 Plating spec : ANSVTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICB0 RESEARCH REPORT #1607. Drainage must be provided to avoid ponding. Permanent bracing Is required (by others) to prevenlrelatlonitoppling. Sea BCSl1-03 and ANSVrPI I. Continuous lateral bracing attached to flat TC as Indicated. Lumber must be structural grade. Brace ® 24" o.c. unless noted. PLATING BASED ON GREEN LUMBER VALUES. End veNcals designed for axial loads only. Extensions above or below the truss profile If arty) require additional consideration by others) for haft loads on the bldg. This design basad on chard bracing applied per the following schedule: max o.c. from to TC 24.00" 5.10.15 20.2-12 Required bearing widths and bearing areas apply when truss not supported In a hangar. This truss is designed using the UBC -97 Cade. Bldg Enclosed a Yes, Importance Factor a 1.00 Truss Location = End Zone HunlcanelOcean Line = No, Exp Category a B Bldg Length' 80.00 ft, Bldg Width - 28251t Moan rout hafght- 11A0 ft, mph = 80 UBC Standard Occupancy. Dead Load = 20.0 psf LOAD CASE 01 DESIGN LOADS Dir LPIf LLoc R.Plf R.Loc LLI L TC Vert 04.00 0.0.0 64.00 6.0-0 0.50 TC Vert 123.33 8.0.0 123.33 28.2.12 0.50 Be Vert 38.54 0-0-0 39.54 20.2-12 0.00 ...Type-, lbs X.Loc LUTL. TC Vert 03.9 6- 0- 0 1.00 TC Vert 83.9 6-0-0 0.00 5.00 lee# 22-2-12 ' S=3.5.4 28-2-12 B 10 11 12 13 14 15 10 MAX DEFLECTION Japan): U999 MEM 12-13 (LIVE) LC 21 La -0.13' D= •0.20' To, -0.33" MAX DEFLECTION (cant) : U999 MEM 9.10 (LIVE) LC 21 L- 0.03" 0- 0.04" To, 0.07" ' 82 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detall Reports available from Truswal software, unless noted. Scale: 3116" = 1. - Joint Locations a>� WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. 1 0.0.6 9 0-0-0 JOB#: S224ILDI 2 2- T-12 10 2-7-12 7h(rdafbmefarrSGullrWuafbnOdfnarnwpam+wewsurrgtipn�. hAubeeshva/an ryaQfmtlavysvMalbl'dmmngianmlmon4aoetr 3 5.7-13 11 5.7-13 Truss ID: P1 4 11.1-13 12 11-1-13 MdAmo laarmalaan hid de Omrnl,m/w of7P/ aWAFPA dclleamndwds t1fteakw 5 16-9.8 13 16.0.0 6 17.7-13 14 16.9.9 ererobewrjJldbl'lbrmvponrnllwmfaeurvaabbrbWhf4S i+B+Prfwrolhbrfmlac MebWft-1tolpxrOwl divend"that doteail 7 22.5.4 15 22-9-4 DurFaes L=1.25 P=1.15 8 20-2-12 16 28.2-12 T T 2.6.4 2-9-10 1 isHip 82 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detall Reports available from Truswal software, unless noted. Scale: 3116" = 1. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S224ILDI 7h(rdafbmefarrSGullrWuafbnOdfnarnwpam+wewsurrgtipn�. hAubeeshva/an ryaQfmtlavysvMalbl'dmmngianmlmon4aoetr Chk: Me Truss ID: P1 ® MdAmo laarmalaan hid de Omrnl,m/w of7P/ aWAFPA dclleamndwds t1fteakw Dsgnr. KJO ererobewrjJldbl'lbrmvponrnllwmfaeurvaabbrbWhf4S i+B+Prfwrolhbrfmlac MebWft-1tolpxrOwl divend"that doteail TC Llva 16.00psf DurFaes L=1.25 P=1.15 mehalonrhlr,lodpowl -e=.ditefamRaglwj=WbrA.1 1bull0scadeo.Ithoparlawg;;Umd1= nnAWsoal-wine delopclanl WESTERN WOOD Ola/erdlpbAcalbyA�aaoofar/Iaara6miAa+B mullAe balmu rhaJ4fatmlfl raaa:dM'a AjldaArahtny ruaarlatdfrecth aaaeAeJ, anlar mhrn,im TC Dead 16.00 psf Rep Mbr end 1.130 ruled ®FABRICATORSt!°111v1ld"" ttheflil"t"W"agfdeocuIlaand'ars°aJMrsvuremMrcrorp/aeaaradan. F.WnalAh-dh Reif Be Live 0.00 psf O.C.Spacing 2-0-0 ad bmsz lAb rw, br aavrdanc+uSh rhe follnMnparandarda: !fDNT DErA1L4lp lhueel. AN9RPl l: lvrrw t•. Iradnvar CbaadJ dfAa,etln SaaddnlOedsm&WOMlbflb11-A 7 INDGNCIM ULUNCAND DIUMCAPoTAIPU7ECONNECr6D WOOD 7allS5Er' Be Dead 10.88 psf Design Spec UBC -97 3700 RIEGO ROAO. ELVERTA, CA9502e -fHfD-BU and W&P15UAIAMAYANEETb}• 7P1 The Nua Plate lauWlepPgbhunted no DTAMfrld JWK Aiddlm4 WitealaN 1019 TOTAL 42.00 SegnT6.5.41- 0 The AwrialnFr imdPamilmadarlaa WPMblonw/aftill 191h Mnel.MV.me80%115rhlaSmgDClOWR psf Job Name: HORTON0506 ' Truss ID: P2 Drw : SRo x -LOC REACT Size RHO' D TC 20 DFL 51 Plating Spec: ANSIrM -1995 This design based on chord bracing applied 1 2- 6-13 1306 5.90• 1.90" BC 2x4 DFL 07 THIS DESIGN 15 THE COMPOSITE RESULT OF per the following schedule: 2 20- 1- 0 1070 Has 1. so- WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. max ox- from to 0R0 asoula mOrre ahmen aro banad anLY Loaded for 10 PSF non.concurrent BCLL. PLATE VALUES PER ICBG RESEARC14 REPORT 51607. TC 24.00" 7-70.18 28- 2-12 0o tbo truss material at each hearing Continuous lateral bracing attached to flat Drainage must be provided to avoid pending. Required bearing widths and bearing areas Sao BAnDIMICLIP nota TC as Indicated. Lumber must be structural PLATING BASED ON GREEN LUMBER VALUES. apply when truss not supported In a hangar. 2 •EUS26 grado. Bate 24" a.c. unless noted. End varticals designed for axial loads only. This truss Is designed using the support Connactlon(a)/rtangar(a) are Extensions above or below the truss profile UBC -97 Coda. not donignod for horizontal loads. of any) require additional consldaratian Bldg Enclosed =Yes, Importance Factor =1.00 922 SIMSCH CATALOO (by others for haft loads on the bldg. Truss Location = End Zona FOR A9DiTiONAL INSTALLATION NOTES BC Dead 10.00 Hurtleane/Oeean Line = No, Exp Category = B Jsad,rcaswdanlDddrnnc�wrarrmr,?LWDLING/NSTALIINGANDn1ttC/NCIf67ILPUTECONNECTEDIVOOD7nt1556S Bldg Length a 80.a0 ft, Bldg Width = 28.25 It 1700 RIE00 ROAD, ELVERTA, CA 05620 Mean roof halght a 11.02 H, mph = 80 TC FORCE AXL END CSX UBC Standard Occupancy, Dead Load = 26.0 psf 1-2 213 0.03 0.21 0.24 TOTAL 42.00 psf Segn T6.5.41 - 0 2-3 -1545 0.03 0.21 0.23 3-4 -1406 0.03 0.27 0.30 4-5 -2158 0.08 0.27 0.35 5-6 -2352 0.08 0.21 0.29 . 6-7 •2152 0.08 0.32 0.40 7-8 -1448 0.04 0.32 0.35 ' 0C PORCH ARL END COX MAX DEFLECTION (span) : 9-10 -158 0.00 0.13 0.13 1J999 MEM 12-13 (LIVE) 1122 10-11 165 0.00 0.13 0.13 L--0.07" O=-0.12" T=-0.10" 11-12 2147 0.26 0.15 0.42 MAX DEFLECTION (cant): 1a-13 2181 0.27 0.15 0.42 !1899 MEM 9.10 (LIVE) LC 22 13-14 2101 0.27 0.13 0.40 L= 0.02" 0- 0.01" T- 0.04" 14-15 1522 0.19 0.17 0.37 3S-16 6B 0.00 0.17 0.17 Joint Locations ' 1 0-0-0 0 0.0-0 MW PORCH COX W138 FORCE Cox 2 2.7.12 10 2-7.12 2-10 -1195 0.13 5-14 -299 0.05 7404_5 3 7-7.13 11 7-7-13 2-11 1398 0.57 7-14 745 0.30 1 2 3 4 5 6 7 a 4 12-7-13 12 12-7.13 3-11 305 0.12 7-15 -779 0.14 5 17-9-8 13 16-0-0 4-11 -905 O.SS 8-15 1698 0.68 20-2-12 619-7-13 14 17-0-8 4-12 235 0.10 a-16 -1033 0.19 7 22.11-4 15 22-11-4 9-12 -62 0.04 5 QU r B 28-2-12 16 ZB-2.1I S-3.5.4 B2 29-;-12 9 10 11 12 13 14 15 16 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge ar "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" =1 - WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. Job:.EJ. JOBS: S2241LOI foe„rarfntrfwantndlnamtta+mmfmmyw,enrnaatmnmu n/mrrx�ntwNaneaOrmrmap.ow�NGyreemv�emrrnwy(nnuv Chk:MC 3-7-10 4-0 9.4 ® mddax fa aimNanrr n{,d rintcurrtnl wfMni aJ7PfandAFPA darn nandardt No re�ond8nip•4mouNfarr((menrlmidammq: Dhnwlsar Dsgnr. KJD 3T � 3.7-10 I SHIP DurFacs 1-0.25 P-1.15 WESTERN WOODRep °nlralanr�lydelfnr"cr�nlr�la=14a%a.Nbj-red[oral barrdrnpmkaNreepmkukraRWcalao. TMAWPn awrdtwprkwo v IarudfpbremJ b,'rM rsdJarJbmramahfr pond udebwraro elan! 4 fwe WlJ b asnf 1a a dpd dbwAfar nuucdaf dbeevN aaarhnL unfcir wbmda TC Dead 16.00 psf B2 29-;-12 9 10 11 12 13 14 15 16 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge ar "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3/16" =1 - WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. Job:.EJ. JOBS: S2241LOI foe„rarfntrfwantndlnamtta+mmfmmyw,enrnaatmnmu n/mrrx�ntwNaneaOrmrmap.ow�NGyreemv�emrrnwy(nnuv Chk:MC Truss (D: P2 ® mddax fa aimNanrr n{,d rintcurrtnl wfMni aJ7PfandAFPA darn nandardt No re�ond8nip•4mouNfarr((menrlmidammq: Dhnwlsar Dsgnr. KJD areabe oer01Nt9'dm ralnflalKnlnmmlfiwmeramflarbultdlnp dufrnerpforwJabrbwroa rbr Mdldbr$dtrlyarrmuq dcerfafn rdallda (and/ TC Live 16.00 psf DurFacs 1-0.25 P-1.15 WESTERN WOODRep °nlralanr�lydelfnr"cr�nlr�la=14a%a.Nbj-red[oral barrdrnpmkaNreepmkukraRWcalao. TMAWPn awrdtwprkwo v IarudfpbremJ b,'rM rsdJarJbmramahfr pond udebwraro elan! 4 fwe WlJ b asnf 1a a dpd dbwAfar nuucdaf dbeevN aaarhnL unfcir wbmda TC Dead 16.00 psf RepMbrBnd 1.15 nwn[ uaoinsfdaun4farkaerdr ofmmpon<waxaemmry•mndamburLaylmrik 7ktrmaponnnrdallnwfxpmrrdlnav ®FABRICATORSa° ��r " lrmurlknNa4lwemnMdaffdrnaalmetcrtedla!iandkrmnnmMuswrpfwa[emukn FahtfmtLkandlGhuWl BC Live 0.00 psf O.C.Spaeing 2-0-0 . and brain rhh rrau M acsnrikrnn uilh rhrfdlawinr rtaxlardr.• JD/MDETAILV by Tn mu( AN9?P11:1V1ra l'- Wand nuc C•aund! BC Dead 10.00 Design Spec UBC -97 Jsad,rcaswdanlDddrnnc�wrarrmr,?LWDLING/NSTALIINGANDn1ttC/NCIf67ILPUTECONNECTEDIVOOD7nt1556S psf 1700 RIE00 ROAD, ELVERTA, CA 05620 .1nin.911wu1WIB.91SIIAIAf41iY3HEErb1•NPL The nwr Wwe lwsure lfP1l4/muNw Ot7ngfild D+fK Aladlrvn, IPamndn llrl9, i wAwrfmn Fmxmwl Paprrr uwWion (AFPA) fi&=W dr 111119rh SherL NlY. Srreu6, rvarkta""ron. Dc2wjkl '. TOTAL 42.00 psf Segn T6.5.41 - 0 Job Name: HORTON0506 Truss ID: P3 Drw : AEL TC 20 DFL #1 Plating spec : ANSVTPI.1995 This design based On chard bracing applied RRO a -LOC "JWT 912E REO'O so• BC 7x4 DFL#1 THIS DESIGN IS THE COMPOSITE RESULT OF per the following schedule: 1 2- 0.12 1306 s.5o• 1. a 2s- 1- 0 1o7e aoR I.se• WEB 2x4 OFL STANDARD Loaded for 10 PSF non -concurrent SCLL. MULTiPLELOADCASFS. PLATE VALUES PER ICBG RESEARCH REPORT 01607. rrwxo.e. from to 27 TC 24.00" s•t0-15 27- 0- O Oso ReOUIRt�+es :horn are leaned ONLY an the trove material at each bearing Continuous lateral bracing attached to flat Drainage must be provldad to avoid pending. ON GREEN LUMBER VALUES. This truss Is designed using the UBC -97 Code. eso 1tAesoeR/ctsv 110213TC as Indicated. Lumber must be structural Brace 24" D.C. unless noted. PLATING BASED End vortieats designed for axial loads only. Bldg Enclosed = Yes, Importance Factor =1.00 2 •NVR26 garde. Extensions above or below the buss profile Truss Location =End Zane 6uppart Connaction (a) /Naagar (el are not daesgned tar horizontal loado.(I1 0.03 any) ro ulm additional consideration (by atilers11 for haft loads an the bldg. HurrleanalOcean Line = No , Exp Category = B Bldg Length = 60.00 ft. Bldg width = 2025 fl SED SIMPSON CATALOG -190 0.00 Moan roof height= mph = 80 FOR ADDITIONAL INSTALLATION IMES EC FORCE ,Deadt, UBC Standard Occupancy, Daad Load = 26.0 psf Occupancy, TC FORCE AEL END C93 1-2 -245 0.01 0.41 0.42 2-3 -1592 0.02 0.41 0.43 3-4 -1792 0.09 0.35 0.40 4-5 -1402 0.03 0.36 0.40 5-6 •1402 0.03 0.36 0.40 6-7 -190 0.00 0.12 0.12 EC FORCE ARL END csI 8-9 240 0.00 0.19 0.19 9-10 266 0.01 0.20 0.21 10-11 1386 0.17 0.20 0.37 11-12 13BB 0.11 0.19 0.36 12-1.3 1791 0.22 0.24 0.47 13-14 116 0.01 0.24 0.26 14-15 83 0.00 0.11 0.11 WESFORCE CO2 NEB FORCE COX 2-9 -1179 0.13 5-13 -397 0.11 2-10 1300 0.53 6-13 1536 0.62 3-10 -103 0.03 6-14 -760 0.21 3-12 492 0.20 7-14 839 0.34 4-12 -145 0.04 7-15 -1088 0.27 4-13 -467 0.41 T 4-5-10 -4-1 E-10-15 1 2 3 1-1:11-j 4 S 67 5�_ I 17 0 D ,5.00 3.4 12 MAX DEFLECTION span) : L1559 MEM 12.13ILIVE) LC 22 L=-0.05' D--0.09" T= -OAS' MAX DEFLECTION (Cant) : U599 MEM 8.9 (LIVE) LC 22 L- 0.02" D- 0.01" T= 0.02" - Joint Locations e 1 0.0.0 9 2-7-12 2 2-7-12 109-7-13 3 9.7-13 /1 14.0.0 4 15-6-0 12 1S-0-0 5 21.6-0 13 21-6.0 627:0-0 14 27- G- 0 7 292-12 15 28.2-12 9 0.0.0 T 4.5-10 SHIP 28.2_,2 B B 10 11 12 13 14 B-E-_ STUB All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswol software, unless noted. WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. ® b:eta/brwtaleap�maaeuum� abaada^,p rb"rPm�h+/bll'thaamnPnonemlawarryajarv: roDwrw,tn,roa. Jo b:.EJ. MC Chit:.0j.aaammueu,wUhIeecanwe„raa4lrY)adFPAtedrSWr,mDsgnr: KJD arrobe.xryidtp the mnrponemrvo"ofa:++�rardbrtrraEdlnydealtua+PKarm/cHevr(aa MbWhftdrllpwaunamsrtafar8athe loads WfRsedaarhlrear arerwatU,elamRn9hwmdg•thelor.lhufhLe7mrlaamlrh.patfmrfartq�plhaulan 7hethalga.a.wa�lmrtheropdmel TC Live 16.00 psf WESTERN WOOD t.la�efo•bomlblOmtutfarJduardmnthfWanilrkedorwathartt4taud>J'lTon+fq IGlaheaN)nYnoanfddl�6'atmMJ.unfevakmrfm TCDead 16.00psf aareA Drocf.tasountrlar/aeml+uFwtialamnroaeaaaw6ersonMromdumtraumrlenM 7�m+'w�t•Aaaoadrpfocmlro.w• ®FABRICATORS' try ft rthatutommThe-1, v mwa grrhenoodroeradlPl:amL4rwarmnoemarPfaaaar.mlac FaMaanhamaafmd! BC Live 0.00 psf an l6 otrthlrtnminuamnhncrnithrhrfdlaui.nomlarth:'lOIhTDELUtPbp7runmlANS1/7Pll:vv)CA1'-rvaodTiavCbunci! BC Dead 10.01) psf 4r,4mm a SEtahnlDalpr RerppoabOlth .7fANDLNG1M5TALlNGAND AMONGAfMALPLI7ECONNEMED WDOD 7R(/Sr65 3(40 RMGO ROAD. ELVERTA, CA 95629 . (HIO.91)..dWID-91 SUAtAIARYSHEM•hprP1. )7ro 7Mat Plme lnrtatu. (rPq 4lxotalW DYMojrld OtMe, Al.,tlaaL JI'lrmtirfn I)r/9. The Aeuvfean Four nal PyrrAsxialan (APPA) 4located a 11l1 )9th Srtret. NIY..9a d9Q lyuahfnirtra Df I04fd TOTAL 42.00 psf JOB#: 52241LOI Truss ID: P3 DurFacs L=125 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Satin T6.5.41 - 0 TC FORCE AXL HND CSI 1-2 213 0.03 0.22 0.25 2-3 -1465 0.01 0.22 0.24 3-4 -1469 0.01 0.20 0.21 4-5 -1431 0.04 0.60 0.64 5-6 -1431 0.04 0.60 0.64 6-7 -591 0.00 0.05 0.06 BC FORCE AXL END CSI 0-9 -158 0.00 0.12 0.12 9-10 159 11.00 0.12 0.12 10-11 1334 0.15 0.23 0.39 11-12 1319 0.16 0.23 0.40 12-13 1319 0.16 0.33 0.49 13-14 507 0.06 0.33 0.39 14-15 e3 0.00 0.23 0.22 WEE FORCE CSI WEE FORCE CSI 2-9 -1198 0.13 5-13 -509 0.20 2-10 2.326 0.54 6-13 1095 0.44 3-10 -305 0.06 6-14 -669 0.27 3-11 66 0.03 7-14 944 0.38 4_11 208 0.08 7 -LS -1075 0.27 4-13 157 0.06 � 11-10-15 _L 1 2 3 4 S �I 1 11 i 6 T � -5.00 5.00 28-2-12 8 9 10 11 12 13 14 15 8-94 STUB 12 MAX DEFLECTION (span) : L1999 MEM 12-13 (LIVE) LC 19 L-.0.06" D= -0.10" T= -0.15- MAX DEFLECTION (cant): U999 MEM 8-9 (LIVE) LC 22 L= OA2" D= 0.00" T= 0.02' edea= Joint Locations a= 1 0-0 9 2-7-12 2 2- 7-12 10 7-3-14 3 7-3-14 11 11.7-13 4 114-13 12 14.0.0 S 18-6-0 11 to-8•ll 6 25- 4- 3 14 25.4.1 7 211-2.12 15 28-2.12 0 0.0-0 T 5-3.10 SHIP All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3116" = 1' Truss ID: P4 Drw Job Name: HORTON0506 JOB#: S224ILDI ,Wdafan6foraabulWdaalbnllJlaammpertrandr,raarrdeu rrhatersbdmddn�-til-�nrp-tle/>� �rraa��„e-t�daarrr TC ' 20 DFL 01 Plating spec: ANSVTPI.1995 This design based an chard bracing applied Sao X -LOC IIEACrSIZE HEC' D • BC 2x4 DFL Ot THIS DESIGN IS THE COMPOSITE RESULT OF par the following schedule: 1 a_ a -La 1306 s. se 1.5a• 2 28- 1- s idle Hex l.sd• WEB 2x4 DFL STANDARD Loaded for 10 PSF non SCLL MULTIPLE LOAD CASES. PLATE VALUES PER ICBG RESEARCH REPORT 01607. max ox- from to TC 24.00" 11-10.15 25.0.0 aaa ReaaIRBlOSIrTe shown are based ONLY as the trade material at each hearing Continuous lateral bracing attached to Rat PDrainage LATINGmust D provided to avoid R VALp. PLATING BASED ON GREEN LUMBER VALUES. TMs buss la designed using the USC -97 Codd. SRo HAlmn/CLIP Hate TC as Indicated. Lumbar must be structural grade. Brace @ 24" o.c, unless noted. End varticals designed for axial loads only. Bldg Enclosed = Yes, Importance Factor a 1.00 Truss Location a End Zone a •Husa6 Support connection tel /Heaear 1a1 aro /9=9al rt connd BC Dead 10.00 par ExtOnelans above or below the truss profile if airy) m ulre additional consideration HurrlcanalOeean Line = No, Exp Category a B not too del loads, 1by Olhersl for hada. loads on the bldg. Bldg Length - 60.00 11, Bldg Width - 28.25 It ORB SdesignDWSOH CAYAL00 TOTAL 42.00 Sf p Se nT6.5.41- 0 9 Mean roof height= it, mph =. BO FOX ADDITIONAL InsrAUATION tortes UBC Standard Occupancy, Dead Lead = 26.0 psi TC FORCE AXL HND CSI 1-2 213 0.03 0.22 0.25 2-3 -1465 0.01 0.22 0.24 3-4 -1469 0.01 0.20 0.21 4-5 -1431 0.04 0.60 0.64 5-6 -1431 0.04 0.60 0.64 6-7 -591 0.00 0.05 0.06 BC FORCE AXL END CSI 0-9 -158 0.00 0.12 0.12 9-10 159 11.00 0.12 0.12 10-11 1334 0.15 0.23 0.39 11-12 1319 0.16 0.23 0.40 12-13 1319 0.16 0.33 0.49 13-14 507 0.06 0.33 0.39 14-15 e3 0.00 0.23 0.22 WEE FORCE CSI WEE FORCE CSI 2-9 -1198 0.13 5-13 -509 0.20 2-10 2.326 0.54 6-13 1095 0.44 3-10 -305 0.06 6-14 -669 0.27 3-11 66 0.03 7-14 944 0.38 4_11 208 0.08 7 -LS -1075 0.27 4-13 157 0.06 � 11-10-15 _L 1 2 3 4 S �I 1 11 i 6 T � -5.00 5.00 28-2-12 8 9 10 11 12 13 14 15 8-94 STUB 12 MAX DEFLECTION (span) : L1999 MEM 12-13 (LIVE) LC 19 L-.0.06" D= -0.10" T= -0.15- MAX DEFLECTION (cant): U999 MEM 8-9 (LIVE) LC 22 L= OA2" D= 0.00" T= 0.02' edea= Joint Locations a= 1 0-0 9 2-7-12 2 2- 7-12 10 7-3-14 3 7-3-14 11 11.7-13 4 114-13 12 14.0.0 S 18-6-0 11 to-8•ll 6 25- 4- 3 14 25.4.1 7 211-2.12 15 28-2.12 0 0.0-0 T 5-3.10 SHIP All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3116" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: .EJ. JOB#: S224ILDI ,Wdafan6foraabulWdaalbnllJlaammpertrandr,raarrdeu rrhatersbdmddn�-til-�nrp-tle/>� �rraa��„e-t�daarrr ct,k: Me Truss ID: P4 wadnrcaaradw=%t,n,beaarrnrarrrf=gfTPImdAFPAdolpdmrttmdt Dsgnr.KM ® �a,berrrll bi•mrmyvonanwmrh+vurrra,u/ye,ntda,pdofb,Krp.tarrd/eMmka reabutldlnadrdsxrru,uta�ra/nreathnrdmh �+I',7onie�����r��et�•�t�I�����������r�T���r� TC Live ,B.00psf DurFaes L=1.25 P,.,5 WESTERN WOOD utmsmttrfnae+lM�1�11°�+�'te's°"dR e°r°'rtvdatm"°!b'k°a':bpad�hl`emreln=euarrriddt�tb'etr�eadnnhYrd+henr4n TC Dead 16.00 psf RepMbrBnd 1.15 ,W.d Rmdal diode ltfor lrt-W-Pran afLaapw "o"hen entrrorrdum&oWS lea,ph 7Nrsouyonn+,A Iroreeplmedlnaay mad m"eed m ouWrasntmr-darpkierAnurwa FandrafttALMnArmtwt BC Live 0.00 psf O.C.Spaeing 2-0-0 FABRICATORS mp&mm""rha"ill==reeeat'n"e=(=jef'he and broth telt part In rxsa+daacY idih dKfdlduLrp nanJLudt: JO/MDfrAILVbyru aL'AMf?P11:7VIrAi'•adadrh Comdl BC Dead 10.00 par Design Spee UBC -97 el',haerrraAandardD drn&wn*dWtxeA 16WDIJNGINSTAILNGANDBRACING METAL PLATECVWECMDIVOODYEUSS6S 370e RIEGO ROAD. ELVERTA, CA 95020 -IIltB•calland'IIIXIIIS(UIe(ABYSHEErb)'YPt ret 7lrat PfaetnauamfmJlolaaun/aDtO,mJrla D,fra erat/wa. rvwnurn llr/F. TOTAL 42.00 Sf p Se nT6.5.41- 0 9 ' TMAmr**ForedandPoWAnadvilan(AMA)Lkcmdu, fill 19th9nn. MV,sclagiraftVanDClua4 TC FORCE AIIL END Cal 1-2 189 0.02 0.29 0.31 2-3 -1565 0.02 0.29.0.30 3-4 -1367 0.01 0.27 0.20 4-5 -1177 0.02 0.26 0.31 5-6 -1L77 0.02 0.2a 0.31 6-7 -830 0.01 0.24 0.25 SC FORCE AIL HND CSI 8-9 172 O.OD O -LS 0.15 9-10 214 0.00 0.L5 0.15 1e-11 1385 0.16 0.16 0.33 11-12 1206 0.15 0.16 0.31 12-13 1206 0.15 0.14 0.29 13-14 113 0.09 0.17 0.26 14-15 83 0.00 0.17 0.17 NR8 PORCH Cat WHO PORCH CSI 2-9 -1181 0.13 5-13 -352 0.19 2-10 1358 0.5S 6-13 668 0.27 3-10 -190 0.04 6-14 -497 0.28 3-11 -223 0.15 7-14 941 0.30 4-11 200 0.11 7-15 -1041 0.26 4-13 -60 0.06 3- 0-45 5-1-11 1 g rg ' 1 2 3 4 7 5.00 1•rJ� 12 MAX DEFLECTION lepon) : U999 MEM 11.12 (LIVE) LC 22 L= -0.03" 0- -0.05" To -0.09" MAX DEFLECTION (cant) : L1999 MEM 0.9 (LIVE) LC 22 L= 0.02" D= 0.00" To 0.02" es= Joint Locations - 1 0.0.0 9 2-7.12 2 2-7-12 10 6-3-14 3 8.3-14 11 13-743 4 13- 7-13 12 14-0-0 5 10- 6.0 13 18-6-0 6 23-4-3 14 23-4-3 7 28-2-12 15 28.2.12 0 0-0.0 6-1-10 SHIP 28-2-12 8 8 10 112 13 14 15 8F 94 STUB All plates are 20 gauge Truswal Connectors unless preceded by "AW for HS 20 gauge or "H" for 16 gauge, positioned perJolnt Detail Reports available tram Truswol software, unless noted. Scale: 3/16" = 1• Truss ID: P5 Drw Job Name: HORTON0506 JOB#: S2241LO1 URO I -LOC ROM= SIZE ReOeD TC 2x4 DFL 91 Plating spec; ANSUTPI.1995 THIS DESIGN IS THE COMPOSITE RESULT OF This design based an chard bracing applied per the following schedule: 1 2- a-12 1]a6 5.50• 1.93• 2 a6. 1- 0 13136 Rea 1.so• BC ?x4 DFL #i 13C 2x4 DFL STANDARD fer 1D PSF non•concurrent BCU_ MULTIPLE LOAD CASES. PLATE VALUES PER IC00 RESEARCH REPORT 51607. maxo.c. from to TC 24.00" 11.10-15 21.0-0 eR0 naau:ar�+tss aaawa nrs benoa arO.x as the troan material at Garb bearing L3adoQ Continuous lateral bracing attached to flat Drainage must be provided to avold pandln0. PLATING BASED ON GREEN LUMBER VALUES. This truss Is designed using the UBC -97 Coda. RRa t MMM/CLIP NM TC as Indicated. Lumber must be structural Brace @ 24" o,c. unless natad. End verticals designed for axial loads only. Bldg Enclosed = Yee, Importance Factor =1.00 2 •HU926 Support Caaaeecim(al/Haagerla) are rtcana) areds. gado. Extensions above or below the truss profits Itarty) require additionalconsideration Truss Loeatlon=End Zane HurrlcanelOcaanUna- No.ExpCategory=B for tucSemtal Got designed h BC Dead 10.00 psf ley others) for hertz loads an the bldg. Bldg Length - 90.00 f1. Bldg Width = 28.25 it BGo 9DWe0R for Mean Deadmph = 60 =upancy. FOR ADDITIONAL INSTAUATION NOTES TOTAL 42.130p5f SegnT6.5.41- 0 Occht UBC Standard Occupanry, Gad Load = 26.0 psf Standaoof rd pane TC FORCE AIIL END Cal 1-2 189 0.02 0.29 0.31 2-3 -1565 0.02 0.29.0.30 3-4 -1367 0.01 0.27 0.20 4-5 -1177 0.02 0.26 0.31 5-6 -1L77 0.02 0.2a 0.31 6-7 -830 0.01 0.24 0.25 SC FORCE AIL HND CSI 8-9 172 O.OD O -LS 0.15 9-10 214 0.00 0.L5 0.15 1e-11 1385 0.16 0.16 0.33 11-12 1206 0.15 0.16 0.31 12-13 1206 0.15 0.14 0.29 13-14 113 0.09 0.17 0.26 14-15 83 0.00 0.17 0.17 NR8 PORCH Cat WHO PORCH CSI 2-9 -1181 0.13 5-13 -352 0.19 2-10 1358 0.5S 6-13 668 0.27 3-10 -190 0.04 6-14 -497 0.28 3-11 -223 0.15 7-14 941 0.30 4-11 200 0.11 7-15 -1041 0.26 4-13 -60 0.06 3- 0-45 5-1-11 1 g rg ' 1 2 3 4 7 5.00 1•rJ� 12 MAX DEFLECTION lepon) : U999 MEM 11.12 (LIVE) LC 22 L= -0.03" 0- -0.05" To -0.09" MAX DEFLECTION (cant) : L1999 MEM 0.9 (LIVE) LC 22 L= 0.02" D= 0.00" To 0.02" es= Joint Locations - 1 0.0.0 9 2-7.12 2 2-7-12 10 6-3-14 3 8.3-14 11 13-743 4 13- 7-13 12 14-0-0 5 10- 6.0 13 18-6-0 6 23-4-3 14 23-4-3 7 28-2-12 15 28.2.12 0 0-0.0 6-1-10 SHIP 28-2-12 8 8 10 112 13 14 15 8F 94 STUB All plates are 20 gauge Truswal Connectors unless preceded by "AW for HS 20 gauge or "H" for 16 gauge, positioned perJolnt Detail Reports available tram Truswol software, unless noted. Scale: 3/16" = 1• WARNING Read all notes an this sheet and give a copy of it to the Erecting Contractor. Eng- Job: EJ. JOB#: S2241LO1 7AhrAa/ga4finmNdA4rfudbulldAiBmu�pmrenr°°II^wn7a"�hhulrnhhanlarC-$Vmwumnyluwrrr. diweadand Dhaaubne Chk:MC Truss ID: P5 ® amldamfn eacwefmue ubh ye m,r,rMr rerdmr ofrYlmdAFPAdultndMe,Amft Ho evpoiurbiery4Wan+rdfw ar:umrj: Dsgnr. KJD wrlobe vert(lm/by tAneonrjrarerunuufam+wmdkrfmlAlfnx dedymar/uforafa6rfmrine 1Ae 6a0dM[r�+ft^c Mum u�msraln rhm rhe (wd� m0lxdaarA4dedgnenrrw Deli l � f b gym[ fan ILrda/pruwmwlAmrhrloprhard TC Uve 16.60 psf DbrFars L=1.25 Pa1.15 WESTERN WOOD trlmcad/y A, Wbj. the reofx/AmrdW"andav Amrmu dmrdtr lmMmifp brucdAj•o.igl�frhmAW amroidtarn7avatat udwath"ira TC Dead 16.00 psf Rep Mbr End 1.15 ®FABRICATORS noted 8rueln[MAouabfarfarerdngrporrofmND�au+owubertanll'rorrdunefmdOnYHutrh 7Abmn3mimt+Milnwbeplaadluany m� rbrrIllLAmMrAlWmNmmWUlM7afrAahaadla[fQYE:DfimfhroWeeawXdarplaWCanWlmrFahALWGAmMRLAUm.7 HM/MII It 9VfG l'-Onad Thar [land! BC Live 0.00 psf O.C.Spaeing 2.0-0 andbnxr lhb maxioerwdanro hilb lhelalimdngamdmb: tfOiNTDEfA7L1V3•Thmmt BC Dead 10.00 psf Design Spec UBC -97 ofAmrRm SYondmdOerlRna foo+inMllder,-UMD11HGINsrALLLWANDRRICMGAtErALPZAECONNEC7WilwD7RUS= - 3700 RIEGO ROAD, ELVERTA, CA 95929 . (Hl8•pll and'Hla•9I SVAL1fAAYSHPGT by TPl. M Thar PkdM inn4ma l7711 it fooaedal DVWJHa bAVA JI J OM fill o d.. 11710 TOTAL 42.130p5f SegnT6.5.41- 0 71w AmufawFaml amd PawAuntlolm (AMA) U10010141 fill 191h 21M 01V Md Sao. Wwhirclam DCnWgL Job Name: HORTON0506 Truss ID: P6 Drwg: I BRGx-wC REACT SIZE 9110'0 1 3- 8-12 14116 5.50. 1.50• a 20- 1- 0 1179 NUR 1.511• 0R0 REOVIROMM chow aro baacd O1n.Y be Cite truao material at each bearing RM HAMMA/CLIF !rasa 2 •MUS26 Support Connectloalsl/Rangor(a) are not dasigsad for horitoatal loads. SER S=VSGN CATALOG FOR ADDITIOM INSTALLATIaN !(OYES TC 2x4 OFL #1 BC 234 OFL 01 W® 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL PLATING BASED ON GREEN LUMBER VALUES. TC PORCH AXL BNB CSI 1-3 245 0.03 0.19 0.21 2-3 -1520 0.01 0.56 0.58 3-4 -1616 0.05 0.57 0.62 4-5 -1603 0.02 0.S9 0.61 5-6 -1424 0.01 0.59 0.60 BC FORCE AXL STID CEI 7-8 -190 0.00 0.10 0.10 8-9 189 0.00 0.10 0.10 9-10 1553 0.17 0.32 0.49 10-31 1252 0.15 0.32 0.47 11-12 1252 0.15 0.32 0.46 12-13 1513 0.17 0.32 0.49 13-14 -45 0.00 0.12 0.13 NEB FORCE CSI 1188 PORCH COI 2-B -1314 0.15 4-12 344 0.14 2-9 1371 0.55 5-12 -169 0.08 3-9 -463 0.12 5-13 -476 0.13 3-10 -199 0.10 6-13 1371 0.55 4-10 339 0.14 6-14 -1152 0.13 Plating spac:ANSVTPI.1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER IC80 RESEARCH REPORT #1607. Permanent bracing Is required (by others) to prevent rotatlantloppling. See BCS11-03 and ANSIrrPI 1. This buss Is designed using the UBC -97 Code. Bldg Enclosed = Yas. Importance Factor =1.00 Truss Location = End Zone Hurrlrnna/Ocoan Una a No, Exp Category = B Bldg Length - 80.00 H, Bldg Width= 28.251t Moon roof height= 13.40 ft. mph = 80 UHC Standard Occupancy, Dead Load a 26.0 pat LOAD CASE #1 DESIGN LOADS Dir L.Plf I -Loc R.PIf R.LOc LUTL TC Van 64.00 0.0.0 64.00 28- 2-12 0.50 BC Vert 20.00 0-0-0 20.00 20- 2.12 0.00 ...Typo_. We X.Loe LUTL 'TC Van 100.0 14- 3- 0 0.38 TC Van 100.0 16.9- 0 0.38 15.8.0 i 12-8-12 1 2 3 4 5 8 5.001000 100# 4-4 e2 MAX DEFLECTION (span) : U999 MEM 11-12 (LIVE) LC 19 L=.0.05" O=.OAS" T=4.14" MAX DEFLECTION (cant): U089 MEM 7.8 (LIVE) LC 22 L- 0.02" D= 0.01" To iTor -Joint Locations a� 1 0.0.0 0 2-8-12 2 2-0-12 8 6.3.14 3 8- 0-14 10 12-0-0 4 15- ti- 0 11 14-G-0 5 22-11.2 12 19- 0.0 6 28.2-12 13 24.8.2 7 0.0- 0 14 28- 2-12 6-8A SHIP 28-2-12 7 8 9 10 11 12 13 14 2_g._ STUB All plates are 20 gauge Truswal Connectors unless praceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. ® WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. 7wdurintrlwantvttrnpmlAnperoS Mro+ n h dw+Pr+l �+rP q �w +W d+ * aml�arMaamadaom rdrh theewoc �*akc+eJ7P/adAPPA atdteamdads A4 re�muWary6mwtalfwdlNeutood oerncT. Olniaulmu arrroAeralJ7alrNtArm+Oonear urmulcm�nraMLlv6ulptAUJu4'+�+rpiurrofcOrBaAon. TAebefAlfepdufl��aarnvrdsthmrAaJourt+ Olalaa fdalpt~at*m dthrla�rfu.'awlb.rA<A,��liftw adtlepan�rAW1.w1wL >�r�,Za t�tt�rop rl Eng. Job:.EJ. Chk: MC Dsgn Dsgr. KJD roeM SZ241LO1 Truss ID: P6 TC Live 16.00 pst DurFacs L=1.25 P-1.15 WESTERN WOOD 4tahra$'brvaedbrlAa molar/law+AmtAlnladlAeAenarn eAon/4fotrmUJlaa�re�a,�Ar+AarA�aleadr•caa.Ao„�. TC Dead 16.00 Rep Mbr Bnd 1.00 nerd, arui"y+ho-m&J-1anvlAffmgr-w4PQv arnrt$6=adytaW-bualftlinitA•. filrmoyiairenrrkdlrmt6ep7acnlbrnp psf ®FABRICATORSenvlionxar+Muniaawmtknnmtnorrvmerao/rbuedrorsetn/1i!:anGLraauarmnnerrorphtacmraufatFabfw+thaadlelrtrall BC Live 0.00 psf O.C.Spaeing 2-0-0 ad brave thk sea in anima 4irh 'JOINT )ETADS'by 7imad. A=IrPI R 11161 I'. hood Thor Cbundl BC Dead 10.00 pet Design Spec UBC -97 grAurrrtmSad rd Dej macgorat6rhks.WANDtING/NSTALUNOANDBRAL7NCAWrILPU7ECONNECIEDWOOD TRI sffs 3700 RIEGO ROAD, ELVERTA. CA 95WII . (H)QoIJ uml'111A•9J SUSIAlARYSNEEf'lp 7Pi The 7hua Plum ladteoe (7P/J Orloaatd W D'Degfaro Ddm Afadlm Wlrmmin JJ719. TOTAL 42.00psf Satin 76.5.41- 0 DEMnriawFamamWPaWAwdalanIATA) 4lowed m)Ili 1AhStreCNW. &8W..114441nlma,DC1MA1. . . Job Name: HORTON0606 Truss ID: P7 . Drw : BW A -LDC BEllcr SIZE RE910 TC 20 OFL #1 JOB#: S2241LOI Plating spec: ANSIITPI .1995 This truss Is designed using the ' 1 2- a 1415 s. so: 1.50• BC 2x4 DFL#1 Truss ID: P7 THIS DESIGN IS THE COMPOSITE RESULT OF UBC•97Code. -la a ae- 3- 4 1�1s 6.so• 1. so• WEB 2x4 OFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed =Yes, Importance Factor =1.00 @na RatNaexRa+ls shave aze based onit Loaded for 10 PSF non•coneunont BCLL DurFaes L=1.25 F=1 .15 PLATE VALUES PER ICBO RESEARCH REPORT #1607. Permanent bracing Is required (by others( to Truss Location =End Zona HurrlQnalOccan Lino = No, Exp Category - B an the trues malarial at each bearing PLATING BASED ON GREEN LUMBER VALUES. 4lun+Wfj'bmevl6lrhrrtwfarlloor+AmlNng aul,Ar Em7av eAunl4lu+erul7A+acnfbJ•or/glJiAmth(nr marrAaf dfmrM oascM( un/eu alrrrn4s prevent ratationtlappling. Sae BC511-03 Bldg Length= 80.0014 Bldg Width= 31.00 ft xWea anniex,hwn4farlaxrd,uprNnufemryranrwmwArfanlprorafw+6+irfunAfmpk 7h6w.ufNnrnraAnl/nmbeMncdln,oB• and ANSUTPI I. Mean real height = 13.40 f4 mph = 60 TC FORCE AXL BUD CSX "'��rxnrwncvn,nrnrmw„WrmN�m�,Arnwd1ur4wd IVY; mnWrmwvo-LWwptmeamam=Futarnueh-Urbmns BC Live 0.00 psf UBC Standard Occupancy, Dead Land = 26.0 psf 1-2 245 0.03 0.18 0.21 wJArucr,hb rm+r H rr®rdnnm nBh,Ae%allm�inxurmJnrdc 'JOfM'DETAJiSDp 7)surml. StMn/rY/ l: 7ViG I'. IVnul thus CmnMf gf,fnrrrir"SNndnrd0Wgu 6erpondMflde; 'HANDL/NG INSTdf11NCAND@lNCINCAI6rdL PLIrS CtiNN6t76D IrDOD rRLGSSSS BC Dead 10.00 psf. --I DAD CASE 01 DESIGN LOADS 1 -3 -1534 .0.01 0.56 0.57 .(IIID•vllm.d 7l/e•Df suAtAlAitroxhT y rPL fidT-Nwe lna0am OPf) I -I -d N DUNO*, Drina AfnrRmn. IVAO.On J3r1e. TOTAL 42.00 psf Olt Leif LLoc R.Pif R.Loc LLrrL 3-4 -1536 0.05 0.57 0.62 TU dmrrfmn Fowlwd PapdrAuvelmlm(AFPN 4 lumrrdm 1111 lvth'simf. NB; Std lOg mumnyron OC2mia TC Vert 64.00 0-0.0 64.00 31-0.0 0.50 4-5 -1636 0.05 0.57 0.62 BC Vert 20.00 0.0-0 20.09 31-0-0 0.11D 5-6 -1934 0.01 0.56 0.57 ...Type.- lbs X.Loc LLITL 6-7 245 0.03 0.18 0.21 TC Vert 100.0 14-3-0 0.38 TC Vert 100.0 16.9.0 Dab BC FORCE AXL END CSI 8-9 -190 0.00 0.10 0.10 9-10 191 0.00 0.10 0.10 10-11 1569 0.17 0.32 0.49 ' 11-12 1272 0.14 0.32 0.47 ' 1? -13 1271 0.14 0.32 0.47 13-14 1569 0.17 0.32 0.49 MAX DEFLECTION(span):C 14-15 191 0.00 0.10 0.10 U996 MEM (LIVE) LC 18 15-16 -190 0.00 0.10 0.10 -0.0 L= -0.05" D= -0.OB" T-0.14" WEa FORCE - CBI WBB FORCE CsI MAX DEFLECTION (cant): U999 MEM &9 (LIVE) LC 31 2-9 -1324 0.15 4-13 339 0.14 L= 0.02" 0. 0.01' To 0.03" 2-10 1383 0.56 5-13 -100 0.10 3-10 -458 0.12 5-14 -468 0.12 3-11 -200 0.10 6-14 1383 0.56 Joint Locations 4-11 339 0.14 6-15 -3324 D.15 1541.0 15.6.0 1 0.0-0 9 2-8.12 r 1 2 3 F 4 5 1 2 2- 8.12 10 6.2-14 8 7 3 8- 0.14 11 12.0.0 � 4 15-6-0 12 14.0.0 13 19-0-0 5I 0a 100# 100# -5.00 8 2B- 3: 4 14 24-8-2 7 31-0.0 1S 28-3.4 4.4 8 0.0.0 16 31-0-0 8•&9 3.4 3-4 8-9.9 3.5 3-5 HIP r 3-4 S 3-4 = 04-1 3.6 2.54 2.5.4 3.6 - 04-1 31-0-0 r 8 9 10 11 12 13 14 15 18 r 1 F1 All plates are 20 gouge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for tH gauge, positioned per Joint Detail Reports available from Truawal software, unless noted. ScalebT =V WARNING Read all notes an this sheet and give a copy of it to the Erecting Contractor. Eng. Job. EJ. JOB#: S2241LOI rhlyderfyn4faran4u11Mr6wlDaeJhramnPmmNna,anugaII�t 1,4orbaznMaeJoo,PrcUieatfavyaHdad6f'r>nm,�a�,am Chk:MC Truss ID: P7 ® wddaneloumr,iunxr,irA,Aa curmnrwnlmrof7PlwddFP.l dafin>✓wdmdr. Ab.r�aeuiAMry'GaaannxJfarJmendnnel eerwm.T DfNendmv Dsgnr. KJD mam6ereAfkdbyrArmngmum7uuay(unwrronJAvAuadinxttr�lYoerPriwrofabr4vtfun. raefw!!✓lnaJaly„er++uu,aaartolntAolrRelwM TC Live 16.00 psf DurFaes L=1.25 F=1 .15 mllisrlwlEGJd'nmmlorraanl,hn/redox!xpoa+flrylfmfanlbeUJroamJemddnpnnlcdarnpPffaufan thnrkr/gnmfwm+,fu„AnmPdnnl WESTERN WOOD 4lun+Wfj'bmevl6lrhrrtwfarlloor+AmlNng aul,Ar Em7av eAunl4lu+erul7A+acnfbJ•or/glJiAmth(nr marrAaf dfmrM oascM( un/eu alrrrn4s TCDead 18.00 psf Rep Mbr 8nd 1.00 xWea anniex,hwn4farlaxrd,uprNnufemryranrwmwArfanlprorafw+6+irfunAfmpk 7h6w.ufNnrnraAnl/nmbeMncdln,oB• ®FABRICATORS "'��rxnrwncvn,nrnrmw„WrmN�m�,Arnwd1ur4wd IVY; mnWrmwvo-LWwptmeamam=Futarnueh-Urbmns BC Live 0.00 psf O.C.Spaeing 2.0.0 wJArucr,hb rm+r H rr®rdnnm nBh,Ae%allm�inxurmJnrdc 'JOfM'DETAJiSDp 7)surml. StMn/rY/ l: 7ViG I'. IVnul thus CmnMf gf,fnrrrir"SNndnrd0Wgu 6erpondMflde; 'HANDL/NG INSTdf11NCAND@lNCINCAI6rdL PLIrS CtiNN6t76D IrDOD rRLGSSSS BC Dead 10.00 psf. Design Spee UBC -97 3)00 RIEGO ROAD. ELVERTA. CA 05620 .(IIID•vllm.d 7l/e•Df suAtAlAitroxhT y rPL fidT-Nwe lna0am OPf) I -I -d N DUNO*, Drina AfnrRmn. IVAO.On J3r1e. TOTAL 42.00 psf Satin T6.5.41• 0 TU dmrrfmn Fowlwd PapdrAuvelmlm(AFPN 4 lumrrdm 1111 lvth'simf. NB; Std lOg mumnyron OC2mia Job Name: HORTON0606 Truss ID: PTA Drwg: BRa x -LOC R&%= SIZE REOID TC 2x4 DFL #1 1 2- 8-17 1193 6.50• 1. s0• BC 2x4 OFL 61 1 7s- 3- 4 1a1� s.so• 1. s0• WEB 2x4 OFL STANDARD �rrra ahmm are baaad exo RaWjRONLY Landed for 10 PSF nun-concurront BCLL �am the truna material at each bearing PLATING BASED ON GREEN LUMBER VALUES. TC FORCE ARL END CSI 1-2 -1496 0.02 0.60 0.61 2-3 -1633 0.07 0.60 0.62 3-4 -1633 0.05 0.51 0.63 4-5 -1532 0.01 0.56 0.58 5-6 249 0.03 0.18 0.21 BC FORCE AXI, ENO C9I 7-8 -4S 0.08 0.12 0.12 9-9 1966 0.18 0.32 0.50 9-10 1269 0.1s 0.32 0.47 10-11 1269 0.15 1.32 0.47 11-12 1567 0.18 0.32 O.SO 12-3.3 190 0.06 0.11 0.11 13-14 -190 0.00 0.11 0.31 WEB FORCE C9I was FORCE C91 1-1 -1163 0.13 3 -Ll 338 0.14 1-8 1421 0.57 4-11 -197 0.10 2-9 -444 0.12 4-12 -468 0.37 -2-9 -200 0.10 5-12 13B2 0.56 3-9 362 0.15 S-13 -1323 O.1S Plating spec : AN51ITP1-1995 This truss Is designed using the THIS DESIGN 19 THE COMPOSITE RESULT OF UBC -97 Cada. MULTIPLE LOAD CASES. Bldg Enclosed - Yes, Importance Factor =1.00 PLATE VALUES PER ICBG RESEARCH REPORT 61607. Truss Location - Ford Zone Permanent bracing Is required (by others) to HuMcana/Oecon Una - No. Exp Category = B provent rotationftoppling. Sao SCSI 1-03 Bldg Length = 80.001t, Bldg Width = 31.00 it and ANSVTPI 1. Moan roof height - 13AD ft, mph = 80 UBC Standard Occupancy, Dead Land - 26.0 psf ---LOAD CASE#1 DESIGN LOADS Dir LPII L.Loc R.PII R.Loc LUTL TC Vort 94.00 2.6.0 64.00 31-0-D 0.50 s" BCVert 20.00 2.6.0 20.00 31- 0.0 0.00 C � �TCyVeR TL 100.0 14.3.0 lbs XLoc L •��'TC Van 100.016.6-0 0.39 MAX DEFLECTION (span): L.0.MEM 10.11 (LIVE) LC 19 L=- -OAS" 0= •0.09- T= -0.14" MAX DEFLECTION. (cant): USES MEM 12.14 (LIVE) LC 23 L-- 0.02" D- 0.01" To 0.03" 13-0-0 C,95 -0 1 2 3 4 5 6 in 1110# '500 F-5-0-0 niz 4.4 - Joint Locations 1 0.0.0 B 3-0-14 2 5-644 8 9.6-0 3 13.0-0 10 11-6.0 4 20-5-2 it 16.6-0 5 25-9-4 12 22-2.2 6 28- B• 0 13 25.9.4 7 0-0.0 14 28.6.0 B1 28.6.0 2-6-0 l7 B 9 10 11 12 13 14 STUB All piates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5132" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng• Job:.EJ. JOB#: S2241LOI d�+mupranrnrwumalaaudragmn�anw,awrer„�nua IthohmnAwed a Urrarmarrnorrdmerthe oupnrowmfwran Chk:MC Truss ID: P%A ® mrddonebarsa,daaarxilAthenarrnrvenlaarajlPluaJAFI'AJ<rfmrlamlanh lVarer�anrfbll$'6ammn/Jbrddmulamfamaael: OMrn+hw 135gnr. KJO memberer0ledbylhera�yranmexnmljamv�vandha•ltofldesderiBaerPrlarrojobr(rathm The'buVdl�dedarmrnnutaumnfnrMrtharmd� TC Live 10.00 psi OurFaes L=1.25 P=1.15 � � �guwdaremedtAarmdl/nynarlbylMWad6oRdJaRmdeaadtheponhulorapplfeatba TAadarlrnauwalhorMetopeMrt/ WESTERN WOOD tlfaaau0•brucnly'dmmajwJlooraheorhln2aadNedwmmrhmd4fmorarbk+acsdArerlyWihmhhpmaurkl,areaymtachal ante=aAerni+r TC Dead 16.0D psf Rep MbrBnd 1.00 aatnl 8nm{ajda,wnlrjorlweml+u�onojromp"knummbenodymnd+a+rhmt6iprle+alvh rhUra+rpsnonrtwRawbaphac/Mme• FABRICATORS p1tl1ninnxart4"""'m°1°Iha'"0vfde%=laeun, lot; .krcomemmrwwplmeaamulam FabkXrAw 0a0wal SC Live 0.00 psf O.C.Spaeing 2-0-0 am/bue dr4 rm=marmdaar airb fAajarlmm�r++��"!r uolNrnk7'Austy Em,+,ai :lNsmPl r:'umGt r-nuorrnw Couad! BC Dead 10.00 psf Design Spee UBC -137 ofAa,edw 3laadaalDedL+i RorpandMlhlec WANDUNCINSTALLMANDRRIC/NGAISrALPLITf CONNECTED WOOD muss i 3700 RIEGO ROAD, ELVERrA,CABS620 .(HID.011wW'H/R-91SUAIAtorSHEEr'bylPl 7be Tlva PWe/rWUMe(TP/l l+racaal a1 D12roJHaDrM.• MmWory IV(rtamfn lJ7fD. TOTAL 42.00p5f Satin T6.5.41- 0 neAmafmnFom)andAgwAmWolon(A"Alitkweddifill 19!hSHe=LMV•SIedO%W.UNVOLDC?O0i6 Job Name: HORTON0506 Truss IMP713 Drw : Into a-caC REACT SIZE Rug -0 TC Zx4 DFL #1 Plating spec: ANSITTPI -1995 This truss Is designed using the 1 2- s-12 131: s.s0• 1:10• SC Zx4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Coda. 2 28- 1. 0 241s s.es• 1. so• WES 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed= Yes, Importance Factor =1.00 t7tO t tc t2ta aarrs shown are based ONLY SLIDER 2x4 DFL #1 PLATE VALUES PER ICSO RESEARCH REPORT #1607. Truss Location = End Zone an the trues material at each bearing Permanent bracing Is required (by others) to Loadod for 10 PSF non -concurrent BCLL. HurficanalOcean Lina a No, Exp Category w B Prevent retationJtoppling. Soo BCSI 1-03 PLATING BASED ON GREEN LUMBER VALUES. Bldg Length = 80.00 it, Bldg Width a 31.00 It TC FORCE AXL BND CSI and ANSUTPI 1. Moan root height - 13AD It. mph = 80 1-2 1-2 -39 0.00 0.04 0.04 -69 0.01 0.16 0.16 UBC Standard Occupancy, Dead Load a 26.0 psf -LOAD CASE et DESIGN LOADS 2-3 -1526 0.02 0.56 O.SS Dlr LPIf I -Loc R.PIf R.Loc LUTL 3-4 -1633 0.05 0.57 0.62 TC Vert 64.00 1.1.4 84.00 31-0.111 0.50 4-5 -1634 0.05 0.57 0.62 BC Vert 20.00 1-1-4 20.00 31-0-0 0.00 5-6 -1533 0.01 0.56 0.57 .Type.- lbs X.Loc LLrrL 6-7 245 0.03 0.18 0.21 TC Vert 100.014-3.0 OJB ' TC Vert 100.016.9-0 0.39 HC PORCH ARL BUD C8I :' a 8-9 71 0.00 0.08 O.OB 9-10 176 0.01 0.11 0.12 mllterramt,dulrnnn�re.cuewfrnelm.fiapl�ed6prnelaarfnulAunxmdemdrAepartwfaryplrmrlas 7lw hed¢osrwuerrhwrfmapsAsnl �laeftmr'htu-i by -,ththw im&,all is reflr bmeer bj•a,/r1/Ahf"re&,,ot d4wo, aaadfd m1waih-4m 10-11 11-12 1564 0.10 0.32 0.50 1270 O.IS 0.32 0.47 12-13 1270 0.19 0.32 0.47 awed sodorr6anu/a.tarard,anofmwpaarnw reMlwRa"lymRvn�e�tuertrk tnaevsnesr.natraordrl,t�dt»a,• 13-14 14-15 1567 0.17 0.32 0.50MAX 190 0.00 0.10 0.10 w/\�V ) --O \IIII�a'' N (s DEFLECTIO 15-16 qB8 -190 0.00 0.10 0.11 FORCE CSI w® FORCE C82 L-0. MEM 12.13 (LIVpan L1999E) LC 19 Nrl%S MAX DEFLECTION (© U999 MEM 15.16 (LIVEJ LC 31 2-9 2-10 -1236 0.14 5-1 3 -197 0.10 1298 0.52 5-14 -468 0.12 L= 0.02" Oa 0.81" T= 0.03" 3-10 3-11 -430 0.11 6-14 1382 0.56\%�� -197 0.10 6-15 -1323 OAS � - �� ��� �Jalnt LoptlOnsac 4-11 353 0.19 BLDRL -39 0.00 14.4-12 15.6-0 1 0-0.0 9 1.7-8 1 } 2 1-7-8 10 5.2.10 4-13 338 0.14 1 2 3 4 5 6 7 3 6-11-10 11 1040.12 Design Spec UBC -97' 5� 4 14- 4-12. 12 12-1D-12 ` 5 21-9-14 13 3--10.12 -5.00 180# 104# 6 27=2-0 14 23-644 7 29-10-12 15 27- 2.0 TOTAL 42.00 psf 4d 8 D -O -D 18 29.10-12 6 3.4 2.54 3-0 8-e.9 2.5-4SHIP 3.54 3-5 3-4 3-4 Y 0.4-1 a S. 29-10-12 ' r, 1-1.4 8 9 10 11 12 13 14 15 16 s P.13 A S7U8 / Q All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detall Reports available from Truswal software, unless noted. Scale: 5132" =1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S224ILDI ® rwderrntr/aranmdfxdmreauJrormePsnA,rnar»a�,K frAe.neef�nrmr y�{/hvrranrys.uAfltrlteerao�eraa�Jae Rr Nb.wgmn,ffdllp•4m.ruad,nr Chk: MC Truss ID: P713 anddmxr4 tnsardanmuirn rne,an:ret r,afrea. grTPlardAFPA tkrlgn.tandanN. d6aemfsnetamuse}: aaewtn,. am rsee.e�/ dy tar cnewmret n w ylaaa.r.m weevadn,Pdmp rafmlae rowan me eurramr daraerr,nWr tater na rnw rAa roam Dsgnr. KJD WESTERN WOOD mllterramt,dulrnnn�re.cuewfrnelm.fiapl�ed6prnelaarfnulAunxmdemdrAepartwfaryplrmrlas 7lw hed¢osrwuerrhwrfmapsAsnl �laeftmr'htu-i by -,ththw im&,all is reflr bmeer bj•a,/r1/Ahf"re&,,ot d4wo, aaadfd m1waih-4m TC Live 16.00 psf DurFaes La1.25 P=1.15 awed sodorr6anu/a.tarard,anofmwpaarnw reMlwRa"lymRvn�e�tuertrk tnaevsnesr.natraordrl,t�dt»a,• TC Dead 16.00 psf Rap Mbrand 1.00 ®FABRICATORS af/N41[e/lnarnfflrauelAeasNar.enrenra]tiltMCarrarl.m/IYtiWM1URIOtlfYa4HtdYrP7dCRIle1(pLFaalm/KApXIIGIMtlII SC Live 0.00 psf O.C.Spaeing 2-0-0 aadn uwr,�.,N�,Aa�.wrAtkrmwnreraedw,a: so/NrDLTUWbj•nv.".,t:wsNrnl/:%Mr.hoednonCcudl sJ.Wurfm 9aarfardDalym Rcgioed811s1u, 7rAND11NG/NSTALGNGAND BMCENG N£IAL PLlr6C11NNECf6DIFODD n7USS6• BC Dead 10.00 psf Design Spec UBC -97' 3700 RIEGO ROAD, ELVERTA, CA 05626 -fN/s-oi)wd-itm-Yf SUMAffnrstijwrbyriL Inn hun plate leuaute(Mil (r/ameda D0gfltu Dft Anulaon lrhrsndn 117/V ThAweitan fowl and PapvAcedulianTMFPA)blaratedar Jill 191h9w, MF.11e OK lro4ftan DC_7%Wl TOTAL 42.00 psf Segn T6.5.41- 0 Job Name: HORTON0506 Truss ID: P8 Drw : 6RO "0C REACT atZE REQ .0TC 2x4 DFL #1 Plating spec : ANSIrrPI -1995 This design based On chord bracing applied 1 2- 0-12 6169 5.513• 3.37- 2x0 OFL #1 2-5 THIS OESIGN IS THE COMPOSITE RESULT OF per the following schedule: 2 29- 3- 4 5669 6.513• 2.65- 2X0 DFL SS 5.6 MULTIPLE LOAD CASES. max o.c. from to ERG REDDIREN . shorn aro based ONLY BC 2x4 OFL 240OF-2.OE PLATE VALUES PER ICBO RESEARCH REPORT #1607. TC 24.00" 4- 9-10 26.2- e on tba cruse mtarial at aaab baarine 20 OFL #1 17.20 ++++++++++++++++++++++ This truss Is designed using the O.C.Spaeing 2.0.0 FILL CHO 2x4 DFL #1 Nall pattern shown Is for PLF loads only. UBC -87 Cade. TC FORCE AXL OND CHI WEB 2x4 DFL STANDARD Concentrated loads MUST be distributed to Bldg Enclosed Yes, Importance Factor -1.00 1-2 -6294 0.08 0.52 0.59 2x4 DFL #1 1-12,243 each Ply equally. On multi -ply with hangers, Truss Location= End Zone 2-3 -15023 0.22 0.40 0.70 3.14,18.9 use 3' nails m1n. Into the carrying member. HurticanelOcean Line a No, Exp Category - B 3-4 -20740 0.43 0.53 0.96 2x4 DFL 210CF-1.11E 10.11 For more than 2 ply, use additional fasten- Bldg Length - 110.00 11, Bldg Width - 31.00 it 4-5 -22633 0.50 0.41 0.91 GBL BLK 2x4 DFL STANDARD us as Indicated Imm the back plys, or use Mean raof height= 13.40 fl, mph = 80 5-6 -22633 0.39 0.27 ll. 66 Drainage must be provided to avoid ponding. any otherapprovad detail (by other:). UHC Standard Occupancy. Dead Load - 26.0 psf 6-7 -22633 0.39 0.50 0.09 Permanent bracing 19 required (by others) to +++++♦+++++++++++++++r LOAD CASE 01 DESIGN LOADS 7-6 -10591 0.26 0.43 0.69 prevent miallonftoppting. See BCSI 1-03 PLATING BASED ON GREEN LUMBER VALUES. Dir LJ'If I -Loc R.Plf R.Loc LLIrL 8-9 -5393 0.05 0.84 0.90 and ANSVrPl 1. 2-PLYI Nall wiled 8074 staggered (per NOS) TC Vart 504AO 2-6-0 474.00 4.9.10 0.40 9-10 -207 0.01 0.25 0.26 In: TC -4 BC -2 WEBS-211PERFOO171- TC Vert 474.09 4-9.10 474.00 20-0.0 0.49 TC Vart 64.00 20.0.0 64.00 31-0-0 0.50 SC PORCH AEL END CSI SC Vert 20.00 2.6-0 20.00 31.0.0 0.00 11-12 12-13 -31 0.00 0.07 0.07 5800 0.23 0.11 0.34 Type_ lbs 7LLoc LL$rL TC Vail 2820.0 20.8.0 9.248k 13-14 15839 0.63 0.12 0.75 21233 0.84 0.10 0.99 1\�� 14-15 19-16 19629 0.77 0.17 0.94 MAX OEFLECTION`span): 16.17 17-19 4946 0.19 0.17 0.36 4946 0.36 0.24 0.61 l 01145 MEA61445 (LIVE) LC 22 & La -0.36" D-0.59" T■ -0.95" 18-19 19-20 596 0.03 0.24 0.20 205 0.00 0.06 0.06 .. MAX DEFLECTION (tang : �\. 409 MEM 19.20 LIVE LC 22 7. 1 1 WHO PORCH C9I 1088 PORCH Csx � •'L= 0.06" D= 0.1r Ta 0.20• 1-11 -6601 0.37 6-15 -2135 0.12 �� Joint Locations 1-12 6670 0.50 7-15 3413 0.69 2-3-10 21.4-12 4.9-10 \Li-; ��I `. 2-12 2.13 -3507 0.20 7-16 -4699 0.26 10112 0.76 9-16 14425 0.70 1 2 3 2•PLYS 4 5 6 711 9�y 5 2 2.3.10 12 2.3-10 `/�_�� 3 6.1-15 13 6.1-15 3-13 3-14 -4397 0.24 8-18 -2720 0.15�� 9590 0.42 9-18 5114 0.39 REGUIREU 5.00 4 10-1-15 14 10.1-15 -5.00 '` 5 12-3.10 19 14-2-0 4-14 -2612 0.14 9-19 -5718 0.31 614-2.0 16 19.2-0 4-15 1575 0.32 7 19-2-0 17 20.0.0 -� 8 23-9-6 18 23.8.6 11-7- 6 25-9-4 18 25.9.4 10 20-6.0 20 29-6.0 3 2820# 6.9.9 3 4 =8-0 3.4 6-9.9 10-10 40 2.5.4 2-4 3.7 -16SHIP 'o -'a5-0 I,4-9 3.4 0.12 3-10 3.5.10 6-12 3.54 sQ45 4 8 al e, 4_10 ez 3 ,s_„ /e� ..°Nates.. 28.6.0 2-6.0 11 12 -13 14 1S 16 17 to 19 20 STUB TYPICAL PLATE :1.5.4 All plates am 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" far 10 gauge, positioned per Joint Detail Reports available from Tmswal software, unless noted. Scale: 5132" = 1' WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. Job: EJ. JOB#: 52241LDI ,aatlnwawnHAarbuwba>eda4xdfl-vw;acvAWby/iervpaneattMufarmurr 7Uddg"4fwmta�m+Sathftan�n Chk:MC Truss ID' P8 ® aiddhne/a attnnlaara ubb the omen wrfwgfrPlandAFPA derftntm do* Ab rvpsnAbl111r4amaudJArrpmemfa,af oeauoq: Wmearfam Os nr. KJD g - arrrobelrri/ldAyUmrsnpsnemmm�g(sermrraadhrAvQQnydafpcPerrtojabrrmrlea 7reAaQd7ntded�nawmarrsnatalhalhnmWr TC Live 16.00 psf DurFaes L-125 P=1.15 WESTERN WOOD °"`�e/ofbr�``"" "OCem'�r`a tb � r``m` '` Inge �,lA.Padm�ra al,� rhda�wa e.�a»tAatapebaa, afinerdlybraradAp the mafar/laorrrhrmhbr9a"dtbe hottom timrrf blmev/0'Maa"lbyxdgWrhmrrtblg matafal dhretlp attach=( unieu afimrhe aemL QrmintrMuefrfarlalem/ngyimfofmupw,en(trarntbmanh•tornhozbaddlatfagtA 7A4ItAdflaotbeplaodNal9' TC Dead 16.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS mrlrona"a'hut ai/lmumthe wwam we"tof1A""°ml/oemra119r:aadMmo:.rwmumplammnoriaeFa6.ha+chow krnaaH BC Live 0.00 psf O.C.Spaeing 2.0.0 a"Jbnwe *& trterbr aeraManor,dth lhcjaflm rtN-d.,dr. 'JONT'DETAIISby huenrl 51A Wl l: 'ry7Ci l'- Maul hue Caundl afAm:dmsuwlantil d9"Req ihlll r.'HANDLINGWrAu1HGAMDRACIA'GUATALPLATECOWECTEDIMOD7Rt=W BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95019 .1H18.911 and WIS-01 3UAIiMQY5116Er'by 7Fl 71" n= Plate laeRme (TPO4luaed at DV=jHo Orr,t bladlmn. IPumnda $1719. The Amvkm Forai and PqwAvvdadan (AFF.41 to Iveafalat H] I 191h Speel. MY. Se 800. WoNnglan. D17100141 TOTAL 42.00 psf SegnT6.5.41- 0 Job Name: HORTON0506 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: P9 Drw : 1Ro x-LOC REACT SIZE Rxo•o TC 2x4 DFL 91 Web bracing required at each location shown. This truss Is designed using the 1 2- 0-12 lose 5.50• 1. so.BC 230 DFL #1 Seg Standard details {7X01087001-001 rovlI. UBC-97 Code. 2 2e- 3- 4 1714 S. so• 1. sO• 2x4 DFL STANDARD 11.4,14-S Plating spec: ANSIMPI.1995 Bldg Enclosed = Yas, Importance Factor =1.00 neo snurRe'lono ahava are based ONLY WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF Truss Location = End Zone m rhe L=as material aZ a-* boarias PLATE VALUES PER ICSO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. Hur►Ieano/Oeaan Line = No, Exp Category - 8 PLATING BASED ON GREEN LUMBER VALUES. Loaded for 10 PSF non-concurront BCLL. Bldg Length - 80.00 fl, Bldg Width - 31.D0 fl TC PORCH AEG HAD CSI ®FABRICATORSTealmmxmr,hdui0marerhenrofnarraa+rn+afrhuwdrorna�,lur:andbrauremmrrmrPlaewmuroaPahrfanarmnRefa,ra0 Mean roof holght= 13.401t, mph = 80 1-2 87 0.01 0.53 0.55 arulbram rhb rnorN araanluna uiN fhrfoUa+n'ngrwNonh: 'JOfNT AkTAllShp ]banal. ;1NS11fPl 1; 1VlGI I'- IVaadThar L3ar+tU UBC Standard Occupancy, Dead Land - 26.0 psf 2-3 -1580 0.05 0.51 0.56 grAmwharhramfardAWgo Repo+ulhfU O,71!rNDIJNGINSrALUAVANDDRAONGAIATALP1d7SCONN£LTEDWO013THEME psf 3-4 -1681 0.02 0.40.0.43 ]TOE RIEGO ROAD, ELVERTA, CA 0=6 -(I!!9•Yryom171fB•V,S7/HAGIftrSNEdTl4.7PA Toa Tmu Pfara LulUwr(7Pp,rkm+da0'Onafrla Dri�Afadtaan fV,nawfn lJ7,D. 4-5 -2409 0.12 0.55 0.67 l7wd-Nam Fawn andPw,daada9m APPA) L,WOn101111I191hSMA My Me 8W. gnrhfnVW%DCIW)Jd TOTAL 42.00 psf 5-6 -2290 0.04 0.34 0.38 6-7 259 0.04 0.07 0.11 HC FORCE AXL BUD CHI 6-9 1421 0.17 0.25 0.42 9-10 1078 0.13 0.25 0.38 10-]1 36 O.DO 0.20 0.21 11-12 -6 0.00 0.17 0.17 ' 12-13 1524 0.19 0.39 0.57 13-14 25 0.01 0.26 0.27 MAX DEFLECTION (span) : 14-15 5B 0.01 0.10 0.11 15-16 -206 0.00 0.10 0.10 U999 MEM 12.13 (LIVE) LC 19 La -0.10" t1= -0.22" T- -0.32" WHIR FORCE CSI WEB FORCE CSI MAX OEFLECTION(cant): 12-4 -459 0.22 3-12 1090 0.43 U673 MEM 15.16 ( VE) LC 23 L= 0.05" 0= 0.04" Ta 0.09' 13-5 -396 0.30 10-12 1132.0.45 1-8 -131 0.01 4-L3 726 0.26 2-8 -1693 0.90 6-13 1921 0.76 Joint Locations - 2-9 -164 0.04 13-15 172 0.07 19.8-0 1 0-0-0 9 6-9.4 3-9 417 0.17 6-15 -1200 0.13 13-0.0 2 5.6.14 10 13-0-0 3-10 -355 0.26 1 2 3 4 5 8 7 3 13-0-0 11 15.4-12 4 15.4.12 /2 15.4.12 5.00 5:9-1 22-8.4 6259-is2250.0 7 28- 6- 0 15 25-9-4 6.8 3.5-4 8 0.0-0 16 28-8 0 3-8 6 e-e 1.5.4 6-9.9 SHIP 1.5.4 3.5.8 1-4.9 5 e 1-0-0 J.9 3-0 4 131 2-6-0 STUB 9 10 112 174 15 16 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5132" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: XJ. JOB#: S2241LDI 7n,r�,rga ufaraa m fra> nmlearrrmgrannr as n,ar n na. heaa m,n,an.yarOfmroa.�rarhrarlF rhe maywn�arnnanrfarm v Chk: MC TrusslD: P9 ® =dAmp,aaawW"Way+hthe rwwwkv,lan.qr7P,aN,A"A&.krzft:.hL%k Na,r�an„h�P�aa�n=,,� .�larar ate,: DrMan.ra� Dagnr. tCID err ramPoWedN'rheemnp-mn,nam�rmUw=14u hanxnydmgwprfvmlahrrWrma mrhdr&vA rgrwmwiawwWarhmrhema,,, TC Llvo 16.00 psf DurFaes L=1.25 P=1.15 wUtwlonrh(s&fgnnrrdwc=.WrhrfoaRaghlro,mloft1aml,ndhangce%,.W1hapaKWarq*k.0(aa rnadr glnawmrrmmrtieraP�a,! WESTERN WOOD (rkrwetly ararnlhy The,aafarffaarrhrnrhing maflMfaalour ehonlLkrrm(f}•bam,l7orlyfJ�whing nrcurrtddlied4•anochdl, "1=WMuira TC Dead 16.00 Rep Mbr Bnd 1.15 nwmt a.sting.Amm,r/brWrrafagwanaJmnponmunaanbmanl� rondaordsAlingkagth ThGrmnpaenri,wllnahepfamllnan, psf ®FABRICATORSTealmmxmr,hdui0marerhenrofnarraa+rn+afrhuwdrorna�,lur:andbrauremmrrmrPlaewmuroaPahrfanarmnRefa,ra0 BC Live 0.00 pat O.C.Spaeing 2-0-0 arulbram rhb rnorN araanluna uiN fhrfoUa+n'ngrwNonh: 'JOfNT AkTAllShp ]banal. ;1NS11fPl 1; 1VlGI I'- IVaadThar L3ar+tU SC Dead 10.00 Design Spec USC -97 grAmwharhramfardAWgo Repo+ulhfU O,71!rNDIJNGINSrALUAVANDDRAONGAIATALP1d7SCONN£LTEDWO013THEME psf ]TOE RIEGO ROAD, ELVERTA, CA 0=6 -(I!!9•Yryom171fB•V,S7/HAGIftrSNEdTl4.7PA Toa Tmu Pfara LulUwr(7Pp,rkm+da0'Onafrla Dri�Afadtaan fV,nawfn lJ7,D. l7wd-Nam Fawn andPw,daada9m APPA) L,WOn101111I191hSMA My Me 8W. gnrhfnVW%DCIW)Jd TOTAL 42.00 psf Segn T6.5.41 - 0 Job Name: HORTON0506 Truss ID: P10 Drw : no 1 X -Lac R"= SIZE RBD'a TC 2X4 DFL 01 Plating apac : ANStIrPI.1995 This design based an chord bracing applied Chk:MC 3- 8-12 I1aI 5.50• 1.90• BC 2X4 DFL a1 THIS DESIGN 15 THE COMPOSITE RESULT OF per the following schedule: 7 2B- 3- 4 3303 5.50• 1.50• WEB 2X4 DFL STANDARD ERG RED1RREMITS edam aro paned MMY Loaded for 10 PSF non•concurrenl SCLL. MULTIPLE LOAD CASES, PLATE VALUES PER (CBO RESEARCH REPORT 01607. max o.c. from to TC 24.00" 13.10.15 17-0.0 on the trues rmtarial at each bearing Continuous lateral bracing attached to gat Ora Mage must be provldad to avoid pending. This truss Is designed using the WESTERN WOOD TC as Indlcatad. Lumbar must be structural PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Coda. TC FORCE AAL END C51 grads Brace @ 24" o.c. unless noted. TC Dead 16.00 pet Bldg Enclosed = Yes, Importance Factor =1.00 1-3 -1593 0.04 0.36 0.40 BC Live 0.00 psf Truss Locatlan = End Zone 2-3 3-4 -1400 0.02 0.35 0.36 -1249 0.03 0.17 0.19 BC Dead 10.00 psf HurrianalOcaan Line - No, Exp Category =B 4-5 -1406 0.02 0.28 0.30 B1dgLength =80.00It. Bldg Width =31.0011 Mean roof halght= 13.07 it, mph = 60 5-6 -1639 0.02 0.29 0.31 TOTAL 42.00 psf UBC Standard Occupancy, Oaatl Load = 26.0 psi 6-7 -190 0.02 0.29 0.30 ft EC FORCE ARL sun C9I B-9 -33 0.00 0.15 0.19 Q• •' y 9-10 10-11 1422 0.17 0.15 0.32 1231 0.15 0.12 0.27 11-12 3.231 0.15 0.14 0.29 q 12-13 1453 0.17 0.14 0.31,'x' ' 13-14 14-25 304 0.01 0.15 0.17 1111 0.1111 0.15 0.15 J_ 1768 FORCE C8I ' MAX DEFLECTION Japan): U988 MEM 11-12 (LIVE) LC 23 1-8 NEB FORCE C8Z -1050 0.12 4-12 275 0.11 �� ..; \ " � ,,\'`.? �- i L= -0.O4" D=TION 1-9 1449 0.50 5-12 -262 0.18 - !�- >> MAX DEFLECTION (cant Ci ,�: ant): Uses MEM 2-9 2-10 -178 0.04 S-13 -158 0.04 -242 0.16 6-3.3 1314 0.93 \�` �:� \� 14.19 (LIVE) LC 23 L= 0.02" D= DAO" T=0.02" • �j 3- 3-3222 277 0.11 6-19 -1191 0.13 87 0.09 `) L ~ �s Joint Locations = �n) 0.0.0 9 5-9-14 114.15 13.10-15 2 r4 5 6 7r. S.00 t 3-0-0-5.00 2 81 28.6-0 2-6.0 �8 6 101 12 13 14 15 STUB All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gaugo or "H" for 16 gauge, poslUoned per Joint Detail Reports available from Truswal software, unless nater 2 5.9.14 10 11.1.13 3 11-1-13 11 11-6.11 4 14.10.3 12 14.10.3 5 20.3-0 13 20.3-0 6 26- D• O 14 26-0.0 7 28-8.0 15 28.6-0 8 0.0.0 VVAKNINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S2241LOI 7dGderlln trJarmr MdhddudhulldMl momaamt rarl hoaelnent h Awa m bard= emnymnmr,,MnVSV_ Chk:MC ® andr�rrMa=rdnnan�rethe an,rarenranr�rntn,r/.tFradrfrnnrntl� No,r,�wrnrmresaen,rd�orrnrarranalo�,ar,: Dw�rn,rw,r Truss ID: P10 amm6a a+pW6ytArmnponrm wrtvfaamrandArtu7ABnsdedynvprarm/a(ufm/oa 7fieWhfinrdedinrrmu+totmmlaawthe hwh Dsgnr: KJD WESTERN WOOD mtfcnfan7kL dalan wruwsasefrhe hmtll�tuynredbytMlamlONfdlns ev�mulrArp"remlrarq�pfhurfaa firded;laumxr tAm rAe ropdmnl 4lBrff�,Ar,e�nrf�.A�tAl��,d�r�t,�er,d4f�t�,nrf�.a�I�,.A�tAfnaa�tr�nldl�,sa nn�,.atAr>~�r TC psf 16.00 Live DurFacs L=1.25 P=1.15 ®FABRICATORS =ad RtarlrtXrAwep�orfae,alnprpmfalrnuvonr„nNriubaranyrotnAmebariRejlapA 7RhmupmaanfMfftrorfxptcm/lnany roofrwuurNtMfABeeuu!perm/auremntudvJiAeeva/to rlcred!➢!:mdbrmurrmnnecforplatcmrarNaFa8rfm7Sf�dl�Lmnlf TC Dead 16.00 pet Rep Mbr End 1.15 sadem.r7nunaQmnr�aramatrArAe�ol�mdnraead�ac 1DfHrasrmtsfn•naevi:�vsr�lPrl:lv>cal.fFeodnaaaoAtB BC Live 0.00 psf O.C.Spacing 2-0•0 3780 RIE00 ROAD. ELVERTA. CA 115m8 nladca&- hmdDOS-Rerpo.Wtfm 71ANDUNCIMTALLNGAND BRACINGAIETAL P1ATECaNNECT6n WOOD 7R1AS56.r BC Dead 10.00 psf Design Spec USC -97 . IHIB•DAJ sad 7llD-et SUAIAMRYSHEd7'hy7Pr. 7pr True Plarc lnntrwe r7P/1 trlrn4trd a1 Ob ngJHa fMtc Aradlmm illnanrfi JJ717 VxAn,MrnrtFame aWPupreAmdaftnfAFP414lactredm)III tAhsmttMY. &IMfradlWon.DcaDwl TOTAL 42.00 psf SegnT6.5.41- 0 lJob Name: HORTON0506 Truss ID: P11 Drwa: BUD x -LOC REAM 5Z2e REQ -0 12- 8-12 1322 5.50- 1.50- 2 2e- 3- 4 alfa s.so- 1.50- BRO BBOOrRENOrrB aheva aro basod ONLY on the teens material at each bearing TC FORCE ARG END Cal 1-2 217 0.03 0.21 0.24 2-3 -1497 0.02 0.21 0.I3 3-4 -1466 0.02 0.17 0.19 4-5 -1499 0.04 0.18 0.22 5-6 -1499 0.04 0.18 0.22 6-7 -1501 0.02 0.22 0.24 7-e 77 0.01 0.22 0.23 EC FORCE AXL END CHI 9-10 -161 0.00 0.11 0.11 to -12 155 o.oa o.11 0.11 11-12 1365 0.16 G. ]2 0.28 12-13 1325 0.16 0.12 0.28 13-14 1329 0.16 0.09 0.25 14-15 1337 0.17 0.11 0.27 15-16 1414 0.17 0.11 0.28 16-17 1417 0.21 0.09 0.29 WEB FORCE C91 NEE FORCE CBS 2-10 -1215 0.14 6-19 239 0.09 2-11 1362 0.55 6-15 Zoo 0.06 3-11 -3 as 0.06 7-15 -105 0.05 3-12 -53 0.02 7-16 144 0.06 4-12 162 0.07 7-17 -1685 0.89 4-14 273 0.11 8-17 -157 0.01 5-14 -286 0.11 TC 20 DFL #1 BC 2x4 DFL 01 WEB .20 DFL STANDARD 206 DFL #2 17.8 Drainage must be provided to avoid pending. PLATING BASED ON GREEN LUMBER VALUES. T 5.3-10 1= 0.4.1 Plating spec : ANSVTPI -1895 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICSO RESEARCH REPORT #1607. Loaded for 10 PSF 110"Oncurrenl SC LL Continuous lateral bracing attached to flat TC as Indicated. Lumber must be structural grade. Brace ® 24" a.c. unless noted. 11- 5 1 2 3 Al This design based on chord bracing applied par the following schedule: max a.c. from to TC; . 24.00" 11-10-15 19.0.0 This Buss Is designed using the USC -97 Code. Bldg Enclosed = Yea. Importance Factor =1.00 Truss Location = End Zone HurricanelOeean Una = No. Exp Category e a Bldg Length - 80.0014 Bldg Width = 31.00 it Mean mat height = 12.65 It, mph = 80 UBC Standard Occupancy, Dead Load = 26.0 psf 500 I 7-0-0 - t -5.00 T 5-3.10 1SHIP 28-10-12 9 10 11 12 13 14 1s i6 17 2-1-4 STUB 2 2.7-12. 11 7-3.14 3 7.3-14 12 11-7-13 4 11-7-13 13 14-0-0 519-6.0 1415.0-0 6 19-4.3 15 10.4.3 7 23.9.0 16 23.9.0 0 20-10.12 17 28.10.12 9 0.0-e All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 18 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5132" = 1' WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng- Job: EJ. JOB;: SZ241LOI Thl,ded,.nhfaron rr,drrid,affadWlnr ronrfpr,enrrol Urm,lnene hharbran barn/as�Wjtmrramproviddbyrha mrapemear aranyfamrn Chit: MC . anddweln uemru4rrm arrh rhe eaarrnr"nrhuu uJlPlauJAFTAdulparardarrll Na reyrnnrlBfUgtrarronrd%a'rrwrrtrlemdacmoerT Dln,aufoua i 1 AX DEFLECTION span) \, j, � ✓ L1999 MEM 14-15 (L VE) LC 31 L- -0.04" O=-0.07" T= -0.11" V X, • i)^C' MAX DEFLECTION `cant' L1999 j" MEM 9-10 (LIVE) LC 31 L= 0.02" G= 0.00" Ta 0.02" WESTERN WOOD Joint Locations � TC Live 16.00 psi 1 0-0- 0 10 2.7-12 500 I 7-0-0 - t -5.00 T 5-3.10 1SHIP 28-10-12 9 10 11 12 13 14 1s i6 17 2-1-4 STUB 2 2.7-12. 11 7-3.14 3 7.3-14 12 11-7-13 4 11-7-13 13 14-0-0 519-6.0 1415.0-0 6 19-4.3 15 10.4.3 7 23.9.0 16 23.9.0 0 20-10.12 17 28.10.12 9 0.0-e All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 18 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5132" = 1' WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng- Job: EJ. JOB;: SZ241LOI Thl,ded,.nhfaron rr,drrid,affadWlnr ronrfpr,enrrol Urm,lnene hharbran barn/as�Wjtmrramproviddbyrha mrapemear aranyfamrn Chit: MC . anddweln uemru4rrm arrh rhe eaarrnr"nrhuu uJlPlauJAFTAdulparardarrll Na reyrnnrlBfUgtrarronrd%a'rrwrrtrlemdacmoerT Dln,aufoua Truss ID: P11 amaae w8red hru"emnpen,mxwnyrenMrmuttirewhUsdurrnerpwm ro/umtauma rhea um a k,r�..n Lr�+wm,t�r,heroed, Osgnr. KJO WESTERN WOOD metal on rhlr,k,frn n„xJ arrmdrhr/oar!!-p Nrparedhy rhe torn`hWhlhry axle wrfrhepanlmlarapprhnrlan. 7h *.dsn ar that rhe mprlwnf k,or:mrya den,heroofe,�rro.,A�anrnrmdrhraumn�,dararwrrero�lgarrrrd,nmreurnmrrmrmeuryareer,ainn>�,arh,.,,te TC Live 16.00 psi DurFaes L=1.25 P=1.15 ®FABRICATORS rrowterocnr,horno lawal,eppa,roJ.eppoeonremdrrenr�rornh�hrt0nrlmgriMbmv ewsha(Inmpepleceammy -+w� ,a that uUl au ttrhe,wlmw aarenraJrhe,n odmavved ly!: mu/br,vuremuncvo,pkre mnarLna Fah�,uaha TC Dead 16.00 psf Rep Mbrand 1.15 u!la hard! aaJMmetA4 naa,kocmrdunre n�rh rhe/iN(wvrrOrndcM; 'JO/NrDE7A1LSby 7iwue<:INSIgArr:'rvrer r•. tread nwretrw,en BC Live 0.00 psf O.C.Spaeing 2-0-0 31e0 RIEGO ROAD, ELVERTA, CA 95628 alAmatcu SrunJ vrlDe,lrn UupanrlMUllea YfANDIlNC INSTAUJNGANABB.ICOJCs16L11 PLITii CONNGC77'D D raUSTSS . iHrU.9/rnrxl7ffU-al SUhfA41 UYSHEET hp 7PL TAr huu Phae rwUeie (TPI)4 twIrDOahal ut Dund4o nds% ihUMM4 lm"In BC Dead 10.D0 psf Design Spee USC -97 silly. 7berbrwf=FannraufpoperA=eJartoniAFPAibihwedafill 191h9rw,NIV.SeRIAW=hfnrrenDC1Wj6 TOTAL 42.00 psf SegnT6,5.41- 0 Job Name: HORTON0506 Truss ID: P12 Drw : 11110 Jt -LOC ReAL'r SXZR REQ' D TC 2x4 DFL S1 Plating spec; ANSVTPI -1995 This design based on chord bracing applied 1 3- 8-12 1314 s.5D • 1.5o• BC 2x4 DFL 01 THIS DESIGN IS THE COMPOSITE RESULT OF par tho fallowing schedule: 2 28- 3- 4 10s3 s. S0• l.sa• WEB 2X4 OFL STANDARD MULTIPLE LOAD CASES. maXo.e. from to Bab naDOiaefmrra above,9'1aro baaca :;Lr Loadad for 10 PSF non -concurrent BCLL PLATE VALUES PER ICBO RESEARCH REPORTp1607. TC 24.00" 9.10.15 21-0- 0 an the cruse motorial at: each bearing Continuous lateral bracing attached to flat Drainage must be provided to avoid pending. This truss Is designed using the TC as fndlcatod. Lumbar must be structural PLATING BASED ON GREEN LUMBER VALUES. UBC -97 Code. TC FORCE ASL am Cel grade. Grata @ 24" o.c. unless noted. Bldg Enclosed =Yea, importance F1CIar =1.00 1-2 189 0.02 0.19 0.21 Truss Location End Zone 3 - 2-3 -188 0.01 0.19 0.10 HurricandOceonLine = No, Ex Category 4 -1517 0.01 0.08 8.10 Bldg Length = 90.00 It, Bldg Width - 31 DD B it 4-5 -1932 0.06 0.43 0.49 Mean roof height= 12.23 It, mph - 90 5-6 -1832 0.06 0.43 0.49 UBC Standard Occupancy, p 6-7 -1533 0.02 0.09 0.11 p ry, Dend Load = 26.0 psf 7-6 55 0.00 8.11 0.11 BC FORCE AXL HIM CRI 9-10 141 0.00 0.19 0.18 10-11 1255 0.14 0.21 0.35 Lx -12 1379 0.17 0.21 0.38 a v` 11-13 1379 0.17 0.25 0.37 73-19 1379 0.17 0.15 0.42 X14-15 1199 0.14 0.25 0.39 MAX DEFLECTION /span) WBS FORCE Cal NRB FORCE CSI �% 1./999 MEM 13.14 (LIVE) LC 22 1-10 -253 0.03 6-13 929 0.21®® L=-0.05" 0=•0.00" T=-0.13' 3-10 -1569 0.99 6-14 110 0.04 ®®® MAX DEFLECTION (cant) 3-11 230 0.09 7-14 245 0.10 ®. 1.19119 MEM 9.10 (LIVE) LC 22 4-13 83 0.03 7-15 -1916 0.53 L= 0.02" 0. 0.01" T= 0.02' 4-13 997 0.27 9-15 -105 0.01 �JolntLocatlonsc 5-13 -434 0.77 1 0-0.0 9 0-0-0 2 2-7.12 10 2.7.12 9- 0.15 4-15 3 9.3-14 11 9.7-13 1 2 3 5 5 4 9.7-13 12 14-0-0 7 B 9 15-9-0 13 8 21-4-3 14 21-4•3 5.00 11-0-0_ t v -S-D� 7 24-9•B 15 29-6.0 D 29.0.0 T 45-10 1=04-1 S2 28.9-0 9 10 11 12 13 14 15 2-6,0 STUB Q ofES51pN cOM k1 All plates are 20 gauge Truewal Connectors unless preceded by "MX" far HS 20 gauge or "H' for 18 gauge, positioned perJolyd Detail Reports available hem Tresvral software, unless noted. Scale: 5132" = 1' WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng.Job:.EJ. JOBS: S2241LOI nix dufln&*o, ladlrfdmlbafldiny rampwKw not mar poem, DAarboar bom/oa np�{JloralarprartrhdDjwra�arpm rsla,al�fac, Chk: MC Drm�e Truss ID: P12 wemle ,rr(/idb� rhr marponear marry(aaiarramGbrDWldl�deelprreprfarrofahrfratka The pWr,6ag&Wp-mwl-ev"afn lbw the faadt Dsgnr. KJD WESTERN WOOD atllhzrfaa Mrdafym mret aretaetthe lomDrta h•A bPrhe famllMldln3 mda amlrbcpan[-&'CAWWAM 7bedeslytraumner lbw the rap %m l tr � I�a,a�a.,�.�ewhfaFam,�a� amrm�u,w�,,M�aaa,�,'arfgfJrAearhingmwMal'(ftd anmAd, aafmmhmim T� Lt�a 16.00 psf DBrFa�a L=1 25 P=1.,5 ®FABRICATORS nafed ameiap,haw,t<jarrwebteapponalemr meme�anryror�n,aabartrna h�r�. 7ht.ta,waaoa,nanawe.prarda, wD' i �a° �t����f«•aK�nflhe•aw7roaaedlr.:aawreaammn Qo.ptwa,n„a,ra. Fpfyjpp(CIp AIt Npan TC Dead 16.00 psf Rep Mbr end 1.15 amt hnaa fhfr Inur M arrvrduntr nigh rhrfwkrAnarrwu/anft 'lO,A70ElAlLSg• iirand, 51NS117P1 I , 1F7GI ,'- Ilbmf Ihw OwatU BC LIVB 0.00 psf O.C.Spacing 2-0.0 3700 RIEGO ROAD, ELVERTA, CA 85020 qrAft h=5l-KI-9D-t- 1?-pewWbk.'HANDUNGMSI4UJNGAND DKIC7NC AIETAL PL4rECON7/EL7ED woao rfiUMR' - (N!D•Y)) and'N,D•F! SuAIAtARrsuscrbf rpt. 7M Tnutr Plwa lart0utr (7P114lamted w Dl7nvflia Orfrq AtaJGoa D'lamufn lA71 R BC Dead 10.00 psf Design Spee UBC -97 Thr Amefraa Falx am,Pa(wAzvdwkn(AFPA)Lrl"rdw 111119th Saar, NIP Meow,, IVadtVaa DC20WA TOTAL 42,00 psf Segn T6.5.41- 0 Job Name: HORTON0506 Truss ID- P13 Drw : ORD a -LOC RRACT size Ren' D TC 2x4 DFL #1 fin, spec : ANSUTPI.1995 This design based an chard bracing applied 1 2- a-12 1314 9.90• i.s3• BC 2x4 DFL #1 TH(SDESIGNISTHE COMPOSITERESULT OF per the following schedule: 1 ie- 3- 4 1093 6.60- i.so- WEB 2X4 OFL STANDARD MULTIPLE LOAD CASFS, Max C.C. from to Dae eaOviRr9aarrs ahem are baeaa ams Loaded for 10 PSF non•concunont SCLL. PLATE VALUES PER ICSO RESEARCH REPORT #1607. TC 24.ao' 7-10-15 23.0- 0 as the troop tutorial at each hearing Continuous lateral bracing attached to flat Orarnago must be provided to avoid pending. This truss Is.dasignod using the TC as Indicated. Lumber must be atructural PLATING 13ASED ON GREEN LUMBER VALUES. USC -97 Cade. TC PORCB AXL ORD Cel grade. Brace® 24" a.c. unless noted. B E Bid p 1-2 tag 0.03 0.24 0.27 nclosedaYes,Im ortance Factor = 1.00 2-3 -1534 0.01 0.24 0.26 Truss Location o End Zone 3-4 -2175 0.09 0.27 0.35 HunlcanalOcoan Lino = No, Exp Category = S 4-5 -2194 0.08 0.27 0.35 Bldg Length = 80.00 It, Bldg Width = 31.001t 5-6 -2194 0.08 0.29 0.38 Moan roof height= 11.82 R, mph = 80 6-7 -1527 0.03 0.19 0.32 UBC Standard Occupancy, Dead Load a 26,0 last SC DOaCE ARL Otto COX 6-9 -152 0.00 0.11 0.12 0 174 0.00 0.12 0.12 10-11 1346 0.16 0.16 0.32 ' 11-11 2208 0.27 0.15 0.43 12-13 2206 0.27 8.16 0.43 , 13-14 1345 0.16 0.16 0.32 t,-��f •�+\�J�� 19-15 -33 0.00 0.14 0.14 MAX DEFLECTION n): U999 MEM 12-1] UVE LC 22 1ra0 peace C93 was nantx Cas i)J' �-�� v, 2-9 -1209 0.13 5-13 -332 0.06 `J� L=-0.OB" D-•0.13" T=)-010• 2-10 1371 0.56 6-13 957 0.38\�f% MAX DEFLECTION (cant): 3-10 -192.0.05 6-14 -210 0.04 �✓ �iJ U868 MEM 8.9 (LIVE) LC 22 3-11 975 0.90 7-19 1901 11.56� L= a.e2" D= 0.01" T- 0.04" 4-11 -356 0.07 7-15 -1051 0.12 `,�% 4-13 -47 0.03 e� Joint Locations = 7 0-0-0 9 2.7-12 2 2-7-12 10 1-7-13 3 7-7-13 11 12.10.0 7-10-15 6-0-15 4 12-10.0 12 14- G- 0 1 2 4 5 6 71 6 23-4-3 14 23-4-3 7 28.6.0 15 28.6- 0 5.00 t 16 0 0- l -5.00 a 0-0.0 T 3-7-10 I14-9 IS SHIP B2 26.6-0 8 9 1011 12 13 14 15 18-0 STUB All plates are I0 gauge Truswal Connectors unless preceded by "NW for HS 20 gauge or "H' for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. V��gLF " = V WARNING Read all notes on this sheet and give a Copy of it to the Erecting Contractor. Eng. Job:.EJ. JOB#: 52241 L01 ® nil dclrr6jarantadlNdmlbaddtaamwaaenrnprmo, gvau sea:AmrEarof(J1aalmaryaWdedl3•dxcwpar"m,aumjaaarcr Chk: MC pad dnaW atmdanaa ntYA tAscvrrem rrnlans oj7Pl andAFP.1 dalEnrtaadm.h Ah rotxmdb9lry Laauaral%arditwWaadummq; Dhauudm Truss ID: P13 amroheKq/kdbrdm.sow"oaaumojaw+rramtbr6um6nrdccrnerprm.rajatefmlan nkbu0 ctidxaannuraaanah,rknowl",& Dsgnr.KJD WESTERN WOOD m1-nik-MfbfI& 1-ji"i ou ft MWrimbut= (mal&1&WWsarvoVby 11jM.arappemd hrpdam! RtedeayftWhei 4fauralarlrmsrlbylAa tutor/lmriAmAbgamltdehYtaa�mdlr/awdJl•bractlbyaAjfdiAemhfnsnmtafaldirafffmoand TC Live 16.00 psf DurFacs L=1.25 P=1.15 ®FABRICATORS E oqj- aal�,a,,,� pmol 3,wshpiAon„bjortmew,wremrjaNyaa=,amanerr:aalra, sadrM; k„tth rAsm.aaam,mas,s:re,elda,�ltww �+tAottrutrn„mtArawsmrca>flume)iAauaadmcaeulu::aadarramrrenemorymemaadma. FaA,rrwaAamsetnnan TC Dead 16.00 psf Rep Mbr Bnd 1.15 andlaaae rAO trtm Ar mranlaam nrtA rhrjolhufngaaQdonL:JO/NT06rA11Sly7runml,.INS!/Ip!!;'+vrtA r-nuadthar camrc0 BC Live 0.00 psf O.C.Spacing 2.0-a 3703 ROEGO ROAD, ELVERTA, CA 99636 qrAMertm.tandory Dolga RaPndb1Wa IUNDUNGJMr.4LUNCANDVINCWGAtErAL PU IE CONNECTED WOOD rRLMU - ftll&911-d'HIB-07 6uArdtAmrWEErAl TPI.. 7Ar That P1are lmtlnaa fr1'D 4lmatal a, 010aafifo DyH: AladGaA BC Dead 10.00 psf Design Spec UBC -97 Wfrmndn 3171e. rn`Aawd-F-1W-n11%;,-A- aafAFA4L,lmaalmullIVA. rm&Nw.Sig IW. WarAAumn.pc 304 TOTAL 42.o0psf Sarin T6.5.411 • 0 Job Name: HORTON0606 Truss ID: P14 Drw : DRG -x-wc Rsacr SisH Re0•a TC 20 DFL 91 Plating spec: ANSVTPI.1995 This design basad on chard bracing applied 1 as-11 1107 5.50• 1.50• BC 2x8 DFL 02 THIS DESIGN IS THE COMPOSITE RESULT OF par the following schedule: 1 7e- 3- 1975 5.50• 1.56• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES, max D.C. from to aRO 9800IRSIUDIr8 :lawn aro basad ONLY +i+it+area.+r+♦a+t+.• PLATE VALUES PER ICBORESEARCH REPORT #1607. TC 24.00" 5.10.15 25-0.0 an tela truoe material at each boating Nail pattern shown Is for PLF loads only. Drainage must be provided to avoid pending. This truss Is designed using the Concentrated loads MUST be distributed to Permanent bracing Is required (by others) to UBC -97 Coda, Te FORCE AXL arra CBI each ply equally. On multi -ply with hangers, prevent rotationitoppling. Soo BCS1143 Bldg Enclosed = Yes, Importance Factor =1.00 1-2 202 0.01 0.10 0.11 use 3" nails min. Into the carrying member. and ANSIITPI 1. Truss Location = End Zone 2-3 -2316 0.00 0.12 0.12 For more than 2 ply, use additional fasten. Continuous lateral bracing attached to Rat HurrlcanelOcaon Line o No. Earp Category = B 3-4 -5423 0.06 0.43 0.49 ata as Indicated from the back plys, or use TC as Indicated. Lumber must be structural Bldg Length = 80.00 fl, Bldg Width - 31.00 it 4-5 -6566 0.09 0.32 0.41 any other approved det30 (by athersi. grade. Brace ® 24" o.e. unless noted. Mean real height= 11AD ft, mph - Ba 5-6 -5566 0.20 0.39 O. SB f r r . ++ r+ r r r r r r r r r r r r r r PLATING BASED ON GREEN LUMBER VALUES. UBC Standard Occupancy, Dead Load = 26.0 psf 6-7 -3686 0.03 0.09 0.12 2-PLYI Nail w110d BO)t, sraggared (par NDS) .----LOAD CASE#1 DESIGN LOADS In; TC -2 BC -2 WEBS. Z**PERFOOTI•• - Dlr LPH LLec R.Plf R.Loc LLITL 8 ¢0158 ACL e 582 ,,• TC Vert 64.00 0.0.0 64.00 6.0.0 0.50 9-10 164 0.00 0.11 0.12 8-99 -150 0.00 0.0077 0.07 ;`•:� '�TCVeR 88.00 8.0-0 88.00 25.0.0 0.50 10-11 2109 0.13 0.11 0.24 '� TC,VbR 64.00 IS- 0.0 64.00 28.6.0 0.50 L1-12 5694 0.36 0.11 0.47 +� t6C VaR 2730 0.0.0 2750 24.0.0 0.00 BC-Vart 187.50 24-0-a 187Jg 2a-6-0 0.33 12-13 5659 0.36 0.11 0.47 ,per a� _Type- lbs XLoc LLITL 13-14 3366 0.22 0.46 0.68TC Vert 83.9 6- 0.0 1.00 19-15 -33 0.00 0.46 0.46 ` TC Vert 83.9 8.0.0 0.00 �`� �+Ir s "..> STC Vert 83.9 25.0.0 1.00 WEB FORCE CSS WRB PORCH CBI _ � �1� p TC Vert 83.9 25-0.0 0.00 13C Vert 271.0 19.6- a 0.38 1-10 1186 0.44 6-13 3330 0.67 C �`� D~� BC Vert 620.0 23 -0 -Cl D70 3-10 -662 0.04 6-14 258 0.04 � \� � .�: 3-11 3509 0.71 7-14 3668 0.74 \ 4-il -951 0.05 7-15 -1981 0.16 .• x 4-13 1005 0.20 4j J MAX DEFLECTION (span) U999 MEM 12.13 (UVE) LC 21 =!=1 a5- 0- 6 3F -=15-1 2-PLYS 1 22 p�L_ 4 5 6 7 REQUIREDSI 76� 1 19 0-0 -5.00 -� T 9 2.64_ ,. s T 3-4 4.5 2.9-10 4-4 2-9-10 1 4.1 I14.9 1SHIP I 3.5.4 3-9 3.5-10 3-8 2-4 81 S=8-0 82 � 271# 626# 26-6-0 8 9 10 11 12 13 14 15 2-8-0 STUB L- -0.13 D- -022 T- -0.35 MAX DEFLECTION (cant) : 1.1999 MEM 8A (LIVE) LC 21 L- 0.03" D= 0.03" T- 11.05• Joint Locations . 1 0. 0.0 9 2-7-12 2 2.7.12 10 5.7-13. 3 5.7-13 11 12- 2- 0 4 12-2-0 12 14-0-0 5 10.10.0 13 10.10.0 62S-4-3 14 25-4-3 7 28-6-0 15 20-6-0 0 0.0.0 7 All plates are 20 gauge Truswal Can nectars unless preceded by "MX" for HS 20 gaugo or "H" for 16 gauge, positioned per Jetnl Dotoll Repo rta evallabIa from Truswal software, unless noted. Scale: 513T'= 1' WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. Job: .EJ. JOB#: 52241LOI n&deep 4jaran bew6arbWWar cmwpamN nor euatyaom h6arAeen Laomilanr e'(jtmtlmup.ovhkd AYrhe rexNmrmlu�aiamurer MC mddooe to ueaadnna "r+h rhe aareni vrmtanr af7Pl mJAFPAAarim�+wularrh No m�aadNOrytraamualfarJiu,erulwmlChit: " Wn,ru�a Truss ID: P14 mara�er r„��.�namn nn�rmmnfa�m�raa�riarr ,ter r,�larmjal >an rtie�,r ,tel rru0 aaermurrararminrharrhnhwJi DB nr. KJD 9 WESTERN WOOD °1nu.dm,trader rawarere�,lrnnraamnrxvraeeeyurraaarearwrnr�w/aamuhnmarro aP�rtouran rnedweaa,a r„nwnc�ihm.*,r ofmrrdlyhmcKllyrhs,oajorlbor.hv+Nnrmultheeorroa,donitrimrmr78rocedt7•a.�lihewMarmaeerblaarertymmshal unkumhen�ire TCLIve 16.DD sf p D�rFacs L=125 P=1.15 ®FABRICATORS owed. BruWatho"*afar+am„l, nolmn�r.,,�,tier~xner,unlyrur�atrmmnkar�rar+n. nu�nPonenr.has,ruhept„�dNaar rnvaanarmrthornfl/0-rhnnmlawemadojrheuodit-enllP.4am1hrea=wnxma,0fw TC Dead 18.00psf Rep MbrSlid 1.00 cumuf n Fabrfra+�hamfkhn+oe wale aarwrw,rrnarra�w ueranjaun•;apewraer: vaNvrD6rNrseyr,W.at wsNrPrr:nmcrl-wonln,wctrwrs EIC Live D.Ogpsf O.C.Spaeing 2-0-0 3700 RIEG010AD. ELVERTA. CA 26620 "fAwer4a SlanJardDulym 11-W-dN+i+lq •N,MUNOrNSr.ILUNGANDMUC/NGN6TAL PU7ECONN6L7ED WOOD mussEr . IH/D-911 aa171rB-OI NAIMART37rEl:T tai n'I. 7ha 7km Plan rmrn,re /1Tb tr leaved w 010rofMo primo Aforanrn lPKmnrin lJrlo, HC Dead 10.00 pSf Design Spee UBC -97 INAuwicanFv"owlPgwAuadatan(AFPA/hfmucdwlilt191h2e4MV,.Se8&gWwhln;+weDC7W3s TOTAL 42.00psf satin T6.5.41- 0 Job Name: HORTON0506 Truss ID: M1 Drw : altox-LOC REACT Slee lta0' D TC 2x4 DFL #1 Plating spot :'ANSI(TPI.1995 Required bearing widths and bearing areas 1 2- 1_17 454 3.9e' 1.50• BC 2x4 DFL 91 THIS DESIGN IS THE COMPOSITE RESULT OF apply when truss net supported In a hanger. 7 G. 2- 4 181 mat 1.90' WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. UPLIFT REACTION(SI : Sao RBOVIREKINITS aho en are based ONLY PLATING BASED ON GREEN LUMBER VALUES. PLATE VALUES PER ICED RESEARCH REPORT 01807. Support 2 -1111 0o the trust, material at each bearing This truss is designed using the End venlcals designed for axial loads only. Rep Mbr Bnd 1.15 BAD HANOeR/C1.2P nors UBC -57 Coda. Fxlsnslons above or below the Wes pronlo a Hanger Tree' Bldg Enclosed a Yos, Importance Factor =1.00 (lf any) ro ulro additional consideration (by others for hath, loads on the bldg. O.C,Spacing 2-0.0 'HAHRIsI TO Be MIODMERED Oa Support cdanectian(a)/Hanger(o) are Truss Location = End Zone Hurrlcanef0teanLino - No. Exp Category =B BC Dead 10.00 psf Design Spac UBC -97 not designed for baricontal loads. Bldg Length = 80.00 n, Bldg Width = 4.00 it Mean roof helght = 7.33 R, mph = 90 TOTAL 42.00 psf SegnT6.5.41- 0 TC FORCE AXL END CSI 1-2 237 0.03 0.15 0.16 UBC Standard Occupancy, Dead Load - 26.0 psi ' 2-3 -51 0.110 0.15 0.15 -.� I EC FORCE ARL END CSI ,:1 -183�,� 6 -156 0.00 0.08 8.08 NBB FORCE CSI NEB FORCE -US CSI 2-9 -363 0.06 3-6 -115 0.02 � 2-6 165 0.07 ,,��{{ pent : MAX MEM 5 6 (LIVE) ®�®� L199B MEM 5.8 (LIVE) 0. L= 0.00" D= 0.00' T= -0.O1" MAX DEFLECTION (cant) : LJ999 MEM 4.5 (LIVE) LC 22 • La0.01" 0=0.011" T=•0.01' 3.0.6 3-t, 2 5.00 3 4 5 91 82 3-0-0 SHIP - Joint Locations = 1 0-0-0 4 0-0.0 2 2-7-12 5 2-7-12 3 r-4-11 6 B-4-0 All plates are 20 gauge Truswal Conner -tom unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswai software, unless noted. Scale: 9116• = 1, WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng. Job. EJ. JOB#: S2241LOI 7ab�n��",nJ1nlA�ldroa�n,,�anela�n�en, DAs,a�nAo�lna„1bn,P,a�l�1�•�na�l�n i Chit: MC Truss ID: M1 ® anddowinaramm�aeWththe o,armer riouaf7PfandAFPA�n,landwm. µ„e�rwmuuyuoonwallorm �nlnoarn�•. Dau,arnn, Dsgnr. KJO are to he wUWbytilem poneanwufanmrrandAvrAvl7d(nrdwlprerprfarmfuAAmrfua7hedupdf�uk,lpwaunannlo(nlAmrArbod, TCUve 16.00 psf DurFacs L=1.25 P=1.15 WESTERN WOOD "go �wtwad&e lnrtmdbdADnr�+� Pm+ nvN +fied�w�n�+ l�rovr>nud b lmemDp lane lbyrae rooferJArar,hwhln7 ond1h aalrwucAunllr labmib•bma,l by u,fra/,Amdlar atarufalrfue,fysaadnL unlur adrenii,e TC Dead 16.00 psf Rep Mbr Bnd 1.15 t,ard emdnr,amnruforlweml,vpponofmnrponnu,lnnnbe,ron7i•ronsmrrbuotttnrrmtr+A 7Auamwonenr,AaDna;bupAnrdlncuy ®FABRICATORS enNrersnoaum ftwo"nethetval"ame,rmioftheowdla=ccrd19%aa&*c=wwweaarplmacanwtaa FaN*Mhandh%Lufa0 SC Live 0.00 psf O.C,Spacing 2-0.0 a.1 braceabmwIsu wthmretdu711-jW1mftna-W6:VOWDST"IW7hmul.'AA'SMI1.IV= P-WatulIh-tCaumrY grAwaftMmtdmdDettsRerpandbarda, HANDLINGINIIAl1JNOAND BRA CMAfErALPIA T6L'10NNSC7FDIYOODrfiLaw BC Dead 10.00 psf Design Spac UBC -97 3700 FUEGO ROAD. ELVERTA. CA 95626 .(N1D•Dlf oat HfD-Df SVdfbLIRYSHs67'by 7Pl. Tae7/m, Plate IulUme fTP1) Is bxatedal D•Omffa DdK A(adsm JPbmrdn 3l7/9. M Anwiran Famrt asd1`qwAuadwln (AFPAj Is twated w)III 191h &rat 14K.99 8K I1`hIb tMOC10036 TOTAL 42.00 psf SegnT6.5.41- 0 Name: HORTONO506 880 x -GOC REACT 6IZ9 REO'O TC 2714 OFL 01 1 2-7.12 851 3.50• 1.50' 2 6. 2- 4 310 uoa 31.50• BC 20 DFL #.1 DG SLIDER 2x4 DFL Al BW ReOV M arra ebam aro basad aR62 on the truce material at each bearing WEB 2x4 DFL STANDARD GBLBLK 2x4 DFL STANDARD SRO HANORa1c V RO'ra Gablo are 2ztrea9l l spaced We material 2 Rangar Tan- all&D " ocal e. •RAHMM(s1 To an 7atommuman Top chord supports 24.0 " of unirorm load support Coaeoctioe(o)/Rangarfel era alis psi live load end 16 psf dead load. ant designed for borizontol loads. Additional design considerations may be DurFaes La1.25 P=1.15 required II sheathing Is attached. TC PORCH AEG HND CRI 1-2 543 0.08 0.35 0.43 (*lInd lcatesthe requirement forlateral bracing ar 63'lnlervaldesigned by others) s. 2-3 -121 0.00 0.35 0.35 t the plane of the member t Bracing Is a result of wind load applied BC PORCH AEL HND C81 to membar.(Combination exist plus bending). 4-5 -427 0.00 0.10 0.10 This truss requires adequate sheathing. as 5-6 -338 0..00 0.10 0.10 designed by others, applied to the lass face providing lateral support for webs In WH9 PORCH CRI WHO PORCH CHI the truss plane and creating shear wall 0.03 actlan to rastst diaphragm loads. 2-5 -770 0.08 3-6 -254 Attach secondary top chord (If shown) with 2-6 351 0.14 related tis plates In addition to the BC Dead 10.00 psf heal plating shown. The secondary lap 2700 RIEGO ROAD. ELVERTA, CA 05626 chard may be notched for oullookers, 1.5" TOTAL 42.00psf deep max. 00 NOT NOTCH WITHIN THE PLATED HEEL AREA OR IN ANY AREA MARKED BY j"')I 3-0.6 I0-4-1 TYPICAL PLATE: 2-4 Truss ID: MIA Plating spec: ANSVTPI.1995 THIS DESIGN is THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICSO RESEARCH REPORT #1607. Permanent bracing Is required (by others) to prevent mte0anllappllnu. Sao BCS] 1-03 and ANSVrPI 1. PLATING BASED ON GREEN LUMBER VALUES. End verticals designed for axial loads only. Extensions above Or below the truss profile (if any)ulre additional consideration (by othefor hodr. loads an the bldg. 131 0.1 fi-4.0 4 g 6 B2 Required bearing widths and bearing areas apply when truss not supported In a hanger. This truss is designed using the URC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location m End Zone HurricanclOcean Line - No , Exp Category = B Bldg Length = 80.00 % Bldg Width - 4.001t Moon roof height= 7.17 (t, mph a 80 UBC Standard Occupancy, Dead Land = 26.0 psf LOAD CASE #1 DESIGN LOADS Dir LPIf LLoc R.PIf R.Loc LLITL TC Vaft 120.00 a-0-0 159.00 6.4.0 13.44 TC Vort 84.00 6-4-0 84.00 8-5-10 0.38 BC Vart 20.00 0-0-0 20.00 6.4.0 0.00 C� 1ta,� �tCT10N (span) o �alEM S-6 (LIVE) LC 21 e6 W 0.00" T- 0.01" �� ®sMAX DEFLECTION5.JU E) L 561 MEM 4.5 (UVE) U: 22 /Joint LocationsIVgi �\ �11 0.0-0 4 0.0.0 ®ll /� `� 2 2-7-12 05 -4 -12 \y 3 6.4-0 6 0•q•0 3-0-6 SHIP All plates are 20 gauge Truswa) Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detall Reports available from Truswal software, unless noted. Scale: 9/16" V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: 52241LOI atadanruPwd��P���Afirdhdie 'hmInc Ohnenrkn+ Chk:Me Truss ID: MIA ® ffvW- amldrnefnaom+dazm"AlAemummwafauoJlPiand.IFPAa177fnr1andanh. Nanupaum7arybra.weedjardLnemlona7mrnn4: 4WL#4AinO=enlndMdm76u6d1n.ja AemW1wdAFAIdal it-dbeen& Dsgnr. KJD ammbewrrllyd6s'11Kr�npeneoeumlmjaawerw,LvrbasdwD�r�P�roj��/on Thebasd6+sdesltmcrwleeaaertatnrhalAeromh TC Live 16.00 psf DurFaes La1.25 P=1.15 m6t>dnn7Mrde7lmamrlarrardthefomltnpinpom7$Ihemmt6u71dvgmdeaud7hrpanlcutarapp(tm6na7heder1gnnuwuarh0IAeroyd=d WESTERN WOOD bl°°"'npt�alAp'Ae'°uj°r%°r'hamsl"r°°AtAee°°a"`Aa 7a7n`uwNAna/brarm,Aeo7Mnrmmerat.6+.x+4'13+l�'^J�a"+ TC Dead 16.00 psf Rep Mbr Bnd 1.00 Mat Brad+tOJha.m4jarhuervlruPporrofmn+Ponmuaa*nArnonll'ro.dr+crbmVLtriuDlA 7tWe>rrvbnenr+hdlnotlxpfnenl7nme' °A�Q"'"m"bu 11/�"nye" ' ` `N aftheuwJMamd191:an14rsaurecmnrcrorMnanurmhx�Fehiwfahaad/r•7n+ta6 BC Live 0.00 psf O.C.Spaeing 2 -a -O ®FABRICATORS mvb-this 1l In aaarthtnm"ifh thefa6a.dnXII-la.dr: 7DlNT01T IlLSbp l7vmnL NNSI/n'/7: 4PR'A 1'•IP13a/7hw Caandl Smnduttl Dalrn RaImI114111(y. 11ANVUNG INSTALUNGANO DR4CINGA#6r4L PL4TECONNXMO at10D 7RUSU T BC Dead 10.00 psf Design Spee UBC -97 2700 RIEGO ROAD. ELVERTA, CA 05626 grAmw*n .THIN-91)md7laPISUAIAMny5fig rbJ•7PL rhe 7'ta"Phtte1w111W00"ltrlaanelel DY-7mJrla UA.n A1vdh.,%1F&z3intlniJ119. 'asWItn.001a0J6 TOTAL 42.00psf SegnT6.5.41- 0 fieA r,* nFlmi WPaperAawloW(AFfM)ufaroleJm1III fWI,&mtN7r..gdALQ WHO FORCE CSI NEB FORCE CO2 1-3 -119 0.01 2-4 -109 0.02 1-4 41 0.01 2 5.00 B1 3-6-0 2-6.0 3 4 STUB 82 MAX DEFLECTION (span): U999 MEM 34 IUVE) LC 1 L. -0.01" W .0.02" T= -0.02" - Joint Locations - 1 0-0.0 3 E-0-0 2 3.6.0 4 3.0-0 1011812007 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gouge Or "H" far 1E gauge, positioned per Joint Oetall Reports available from Truswal software, unless noted. Scale: 19132" = 1' Truss ID: M2 urw Job Name: HORTON0506 JOB#: S2241LOI BRO E-IaC REACr SIZE REO'O TC 20 OFL Al Plating spec: ANSUTPI -1995 N IS THE COMPOSITE RESULT OF THIS DESIGN Required bearing widths and bearing areas apply when truss not supported In a hanger. 1 Z- a-13 ass 5. so- 1.se• 3 5-1a- 4 371 Rmr ..sa• BC 2x4 DFL q1 WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607. This truss is designed using the USC -97 Code. BAG ARpurRmrexsS ahova aro basad ONLY Permanant bracing Is required (by others) to PLATING BASED ON GREEN LUMBER VALUES. Truss a Endue importance Factor =1A0 an Lbs LruOa material at eaeb bearing prevent rotatlonliappling. Soo BC511.03 End for axial loads only. Location BRIG �Ggp/CLIP NOIR and ANSUTPI 1. Exlenslons above or below the Wes profile Extensions a eve o b HurtleanelOeean Line = No ,Exp Category = B Z u24 lsa support mmraeuental /IIaa9arlal aro BC Live 0.00 psf If any) m ulra additional consideration 1by others/for hong, loads on the bldg. Bldg Length= 90.00 ft. Bldg Width = 3.50 ft Mean roof height o 11.26 ft, mph = EO not dea19nad for horizontal Sonde. BC Dead 10.00 psf Design Spee UBC -97 UBC Standard Occupancy, Dead Load = 26.0 psf NEE SAWSON CATALOG TOTAL 42.00 psf Segn T6.5.41- 0 -LOAD CASE W7 DESIGN LOADS FOR ADDITIONAL IIISTN"TION ROTES Dir L.PIf L.Loc R.Pif R.Loc Will. TC Vart e4A0 2.6.0 64.00 6-0-0 0.50 TC bonne AXL ENO CEI BCVert 95.00 2-6.0 95.00 6-0-0 0.30 ' 1-2 -40 0.00 0.16 0.16 OC PORCH AM END CO2 3-4 -39 0.00 0.24 0.34 WHO FORCE CSI NEB FORCE CO2 1-3 -119 0.01 2-4 -109 0.02 1-4 41 0.01 2 5.00 B1 3-6-0 2-6.0 3 4 STUB 82 MAX DEFLECTION (span): U999 MEM 34 IUVE) LC 1 L. -0.01" W .0.02" T= -0.02" - Joint Locations - 1 0-0.0 3 E-0-0 2 3.6.0 4 3.0-0 1011812007 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gouge Or "H" far 1E gauge, positioned per Joint Oetall Reports available from Truswal software, unless noted. Scale: 19132" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S2241LOI ul�� ,d dbra^ayonrarawr�. re,a rrrmbetabaa�lan,psi/IewtaarxwlJdbrrk r^^^'rl�re,tr D1urNkm Chit: MC Truss ID: M2 amt da11Cln a¢ardarrrr aeA lkd anrmrmn H</710ara IaafIAFPA uk,fgn,Wadarrlr. Na rrrpanrfNllry'6avmdmlfarrenreaianaraasnrq, Dsgnr. KJO ® ammbe.v(/Lelbrrhemnrpaneatmmu(a<+ ^cJdYanylwrs/ebrimt(oa 7bebvlfdin>:Ja/prer,nuda:r�aWrkwit L -b tameng hgwmlbp rhehwW bW4&g rule andrhepan"farepplkw1ac 7hd dead^a,armer rhw rhe rgr dmrd TC Live 16.00 psf DurFaes L=1.25 P=1.15 WESTERN WOOD uWL.ed ae ddrdedgn mm, eaervl/Ae uhae'°spbnaadf7'rM °°!°rlt°°"bro1W^Y° 1 �fO1'vplt`�eraly(sendbyaAgW,AewAlajaoavtddurcrpauaebelwdeaadKndm TC Dead 16.00 psf Rep Mbrand 1.00 .araC Oradngahwedl�ranolfuppanoleaLryanwsmrNtrerzaayronKhrsbacuragkngrA nrbm^grmmr,Aarlmubedan+lu�rw• Q^n°"^e"trA°r"tuear°"Tae"mma'rWNe^rM'rhrn=10=mdlvraaattrrmuaroWr PlrwrnatmF^hrrmmmmmuamuae BC Live 0.00 psf O.C.Spaeing 2-0.0 ®FABRICATORS aul Mara lhL, rrau Ig ==dam nirb t101NTD6TA1a6j'Tru+rnd.WM/71'11' 7YM I'- IVaad Trau Cawefl tra Sk M d D rlgn ltupondWUrlei 71AND1JNG IAaTALUNGAND ORAONG AfdTAL PIAISCONNECTM WOODTRt=r BC Dead 10.00 psf Design Spee UBC -97 3700 RIEGO ROAD. ELVERT0.'CA 115MG aJAme n .(HIB.9f)m+d71t0.01SUAfALIRYSHEErhy7Pl. Ike Tnat Ylare lnrrltare f7p/11, 1orWedmO'f7aald^Ortre Afmllran, lVLmnr(^5111 r• TOTAL 42.00 psf Segn T6.5.41- 0 fieArwfmnFdre,randPgwAuodWanMFPA)4loWedar111119th9red.NW.9dgaff WarAlagroADC1001a Job Name: H0RT0N0506 ORO x•LOC REACT 5228 R80'D TC 2x4 DFL #1 1 2- 9.12 458 5.50• 1.50• BC 2x4 OFL 91 WEB 2x4 DFL STANDARD 2 6- 0.12 244 1 -so- 1.50" 1.50• Mark all Interior bearing locations. 3 8-10- 5 90 1. so- 1.50• PLATING BASED ON GREEN LUMBER VALUES. 4 5-11- 4 44 1.50- PRO RB0VIttBHEN7B "hewn are batted ONLY an the truss matarial at each bearing TC PORCH A7CL ONO CHI 1-2 -89 0.01 0.31 0.32 2-3 -96 0.00 0.31 0.31 3-0 -45 0.00 0.13 0.13 0-0 -2 0.00 0.00 0.00 BC FORCE ARL ONO CBI 4-5 95 0.00 0.28 0.28 5-6 95 0.00 0.28 0.28 6-0 0 0.00 0.00 0.00 'Nu PORCH COI WHO FORCE C92 2-5 -299 0.03 4-0-12 3-4 IO -44 Truss ID: M3 Drw Plating spec. ANSUTPI.1995 UPLIFT REACTIONS) : THIS DESIGN 1S THE COMPOSITE RESULT OF Support 2 -3414 MULTIPLE LOAD CASES. Support 4 -14tb PLATE VALUES PER ICBG RESEARCH REPORT #1607. This truss Is dostgnad using the Install Interior support(s) before arOrtlOn. UBC -97 Cade. Bldg Enclosed =Yes, Importance Factor a 1.00 Truss Location = End Zone Hurricane/Ocoan Line = No, Exp Category - B Bldg Length= at).00 i4 Bldg Widih = 40.00 it Mean roof holght- 11.26 it, mph - 60 UBC Standard Occupancy, Dead Load = 26.0 psi �. MAX DEFLECTION (s an) U999 MEM 5.6 (Llvr:) LC 22 `� '/ .t•- L. 0.01- D= 0.01" Ta 0.01" MAX DEFLECTION (cant) _ * U632 MEM 4S (LIVE) LC 22 �•-_ \�� J t Le -0.05" D= -0.117" T= -0.12- 2 3 K Joint Locations 1 0.0-0 4 0.0-0 2 2-6.12 52-9.12' 5 p / 3 6.0-0 6 6-0.0 4 5 6 83 4-0.12 SHIP OVER 4 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "W' tar HS 20 gauge or -H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job; .EJ. ® ,ledtrtltlartm rndmrdmdmdwrnrmwmtewttat aurrnm a B Edna„ba$Wanrprd lm:I=PmWddayte,cn�arrnt a,a�(xnNtr Chk: MC mlr mddom fn aeemttmtm tdth the rem" rrlour oJ'7PladAF1'A dadsonmrdnnk. Na rrrpmufnlflry lruua+udfar d7inenekaafamurar,T'• Dlnteadotw Dsgnr. KJO mttobe oer0dnytherAmPmeataatitdacrtuv mid"vnWfdrnpderlanrrpiarrufannrartaa the hnOditty',fairtwtntut nroetaN thw the Ewdi arcrGat oe thLduf3n nrcetw�r:nftheromBwr rwn.d/r the faow WWI g mde anddnrardnjorgWkW)- ' +�"'c'tnatdetoPonanl TC Live 16.00 psi WESTERN WOOD ktwaalfy r� them-f-jw'Aar^ft-w�b'N`mnr"°^'"Im"r° "b"addGlrMatnNy eutafaldimYMonmfioL tmlvrotken4r TC Dead 16.00 pal nurnl Btufnt dmon kfttr lmetd rµoporl ofmuyau,m,to toenihrrr only fn rcthar bneiting fenhth This cwpaorvt Thu" no nept"ed in any ®FABRICATORS ra'r1°nnR th"'"#Im`e'r" wvttm et'd'nr"'°twemedlpcandrormanr�a�ar*to eat,o,raaFamtmrthandlanuwf SC Live 0.00 psi aad"rmelhL truufnatmnhmre MTh thrJuttau{,ryrtarolanfc•'JOINI"DETAffSby 7lwuaL%rNS1/1P/1:'117CA 1'•Iraud 7iuu Caws" BC Dead 10.00 psi ad Aawrku &-tan! Dedgn Berpm dhl"tkA 'HANDLING IN37A UNGAND BRACING METAL PLATE CONNECTED IVOOD r"USS(iS 3700 RIEGO ROAD. ELVERTA. CA 95626 .(N/B•91Jam1'H/B•9f SUhIdfARYSNF.ETny 1r'L Ili 1 Therhat.1 efrutfrure tiPgkfacokrlal D'Otmfrfa Drbe. hfadtma "Zrcmufn 31710 TOTAL 42.00 psi 7nd,htwr(= Faxen mvl PWrr&wdat mt (,tFPA)b torwed w f l0tn Srrcrt. I1W.9r ftOfL IliuhtnYmn. DC JBOItL Scale: 13132" = 1' JOB#: 522411.01 Truss ID: M3 DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spaeing 2-0-0 Design Spee UBC -97 Seqn T6.5.41 - 0 Job Name: HORTON0506 Eng x-AaC REACT size ae0m TC 2x4 DFL #1 L 1- a- 6 1351.90• 1.so. Be 2x4 DFL #1 2 a- 0-12 267 1.s0• 1.50• WED 20 OFL STANDARD 1 10- 0-12 295 1.50• 1. so MaeA all interior bearinglocaUons . PLATING BASED ON GREEN LUMBER VALUES. 4 14- 0-12 5 9-11- 4 133 1.90• i.a0• 34 1. s0• 1.50• This truss Is designed using the ERa RROVIRMUMs a:!= ate based ONL! URC -91 Code. an the etude matdrial at aeea, bearing once Factor =1.00 Encloseimportance Rap MbrBnd 1.15 ®FABRICATORS Truss Location = E d 2C FORCE AXL am Cal HurrlconalOwon Una -No, Exp Category = B 1-2 -140 0.01 0.16 0.17 Bldg Length = 60.00 fl, Bldg Width = 40.00 it 2-0 -101 0.01 0.20 0.21 Mean roof height= 11.26 It, mph - 60 0-0 -59 0.00 D.20 0.20 UBC Standard Occupancy, Dead Load - 26.0 psf 0-0 -9 11.1110 0.01 0.01 BC FORCE ARL END CSI 3-4 -129 0.00 0.07 0.07 4-0 0 0.00 O.ac 0.00 was FORCE C91 NEB FORCE Cal 1-3 -102 0.01 1-4 137 0.04 6-4-4 3.4 T 11 , 0 2 3-4-6 2-740 �3 41 STUB 134 6-4-1 T SHIP 2-10-1 1 ,..,:,I ,.�j`.®" �� MAX DEFLECTION (span): 0 Joint 00-0 Bs0-0 �a OVER 5 SUPPORTS All plates ere 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge ar "H" for 1B gauge, positioned porJotnt Detail Reports available from Truswal software, unless aot0d. Scale: 114" = 1' Truss ID: M4 Plating spec: ANSIfTPI.1995 UPLIFT REACTIONIS) : THIS DESIGN IS THE COMPOSITE RESULT OF Support 5 .12 Ib MULTIPLE LOAD CASES. HORIZONTAL REACTIONIS) : PLATE VALUES PER ICBO RESEARCH REPORT 01007. support 1 129 lb Install Interior supports) before erection. support 5 129 lb 3-4-6 2-740 �3 41 STUB 134 6-4-1 T SHIP 2-10-1 1 ,..,:,I ,.�j`.®" �� MAX DEFLECTION (span): 0 Joint 00-0 Bs0-0 �a OVER 5 SUPPORTS All plates ere 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge ar "H" for 1B gauge, positioned porJotnt Detail Reports available from Truswal software, unless aot0d. Scale: 114" = 1' WARNING Read all notes on this sheet'and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: S224ILDI nb,W0,4JdradW"Awlbmikjj Rg nponwnaram-0miu. OGudulmv Chic: MC Truss ID: M4 ® m+dJaddlnrusarJdns,rRhlhdcwrrntK+rlanrdJ7YlodJAFPAJedsnndmk�dt NdrnpoadAlff7V �faJlwenr&ddmvrdrR Osgnr: KJD are td De lltrflkllby l6e aan4mnrat,namfmrurvdndMrbulldrtV derrSoetpdar(dfabrkWlaa. The bullrNgdedSa•rnnu7aarrrdn rMlthe boadr rr<rr�rllna�l�rtr,�ra��,, TC Live 16.00psf OurFaes L=1.25 P=1.15 WESTERN WOOD wRhsddnrAGvu/fnaundreradredWad(njWpdaWDythdld�/DwlrLrQmdbamfricpdnlaJd.d�,�r�. frfwerd11y0rsndtyr6eradfdrl,lienurmiaadi6emamnrMrdblatwliy6ra=rrbJ•adytdriea6tdparwrddrb6eah'rot�wet TC Dead 16.00 psf Rap MbrBnd 1.15 ®FABRICATORS wr=t B+vd�.hmenufdrldrovinppanafean+DdMaun�an6nraaNroredacti6ur1Ri'kn6th TWcd`pwmsbdRnabdpfaanik"T ""''f'vm"'u'a"will `d the maeta'=&mjofthousurdas llw.imutbrm=nneeorprdretar.artamFdb.6we6andlabewn Co -dl BCUve 0.00 psf O.C.Spoeing 2-0-0 and Mn=tblitrrar In armrdant'e �fi6 Nrjdfderda nandardr 9OINrDErAILSby TrapaL:lhSUTPII:IVIC1l'-P'oWTi BC Dead 10.00 psf Design Spee UBC -97 gfAnred= 9wdml Derlrn R.Nm 161i'NANDLING INSrAWNGAND aRACINGAtETAL PLATE CONNECTED Mw TRUSSES' 3700 RIEGO ROAD, ELVERTA, CA 95826 .Din-PI)wdlfla•Ol SUMA(AnrsHa7hy TPLMdlf76dlJ7/V TOTAL 42.00 of Segn T6,5.41- 0 ThAmerfam FwrxmelP4wAadmfn IAFPA)Ukaaal fill 10h21w, MVSk04 lradhgwL C'%ia a Job Name: HORTON0506 an0 I-LUC RMCr SIZE R8o'o 1 2- 0-12 153 B.HO• 1.50• 2 6- 0-12 ass a.so' a. so' 3 9- e- 7 79 1.60- 1.50• 5-11- 4 36 1.50' 1.50 • DAO AL'OlrlRgK0me shmm are haead ONLY on tde trues mataeial at each boating TC Z14 OFL 01 BC 2X4 DFL #1 WEB 2.4 DFL STANDARD Mark all Interior bearing locations. PLATING BASED ON GREEN LUMBER VALUES. TC PORCH A7:L ONO CSI 1-2 -78 0,01 0.15 0.16 2-0 -41 0.00 0.15 0.15 0-0 -2 0.00 0.00 0.00 BC PORCH AIL OND CHI 3-q -75 0.00 0.07 O.OT 4-5 75 0.00 0.07 0.07 5-11 0 0.00 0.00 0.00 WEB PORCH C9I WHO PORCH CSI 1-3 -113 0.01 1-4 117 0.03 � MAX DEFLECTION I �01�♦ !�®®� vOLM� U99EM 9 M 31 )LIVE)1 LC LC ZB La -0 D.00" Da -0.01' T� .01" ��® Joint Locations 1 0.0.0 4 1-9-4 2 3.9.4 5 3- 9-4 2 3 0-0-0 5. 0 3.9-4 2-2-12 13 4 5. STUB B3 4-1-7 SHIP Truss ID: M5 DrW : Plating spec: ANSVrPI -1995 This truss Is designed using the THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. URC -97 Code, Bldg Enclosed = y0s, Importance Factor =1.00 PLATE VALUES PER ICSO RESEARCH REPORT91607. Truss Locallen = End Tone Install Interior support(s) before omctlon. HurrlcanclOcaan Una - No, Exp Category - B nuaatbn Ilford" lnrllrehrafledldhtr rot uarrl7�er+u rr harbrra harmfon �relltrnrlanrpmrfdolaprha oanpraave ammfmaarcr amir6aera arm+dmmr nirF rAr rvnem ry hw uflW andAFPAamrrn naaaunb. Na regrmrdNltry4omwedforJnnmrhvmla Tua: Ohaw/aar Bldg Length = 80.00 11, Bldg Width a 40.00 it ® Mean met height = 11.26 fl, mph = 80 TC Live 16.00psf UBC Standard Occupancy, Dead Load = 26.0 psf � MAX DEFLECTION I �01�♦ !�®®� vOLM� U99EM 9 M 31 )LIVE)1 LC LC ZB La -0 D.00" Da -0.01' T� .01" ��® Joint Locations 1 0.0.0 4 1-9-4 2 3.9.4 5 3- 9-4 2 3 0-0-0 5. 0 3.9-4 2-2-12 13 4 5. STUB B3 4-1-7 SHIP 1 oF>:S 1 Scale: 13132" = V JOB#: 522411.01 Truss ID: M5 OurFars L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2-0-0 Design Spec UBC -97 Seqn T6.5.41 - 0 OVER 4 SUPPORTS All are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports avallable from Truswal software, unless noted. plates WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. Eng.Job:.EJ. nuaatbn Ilford" lnrllrehrafledldhtr rot uarrl7�er+u rr harbrra harmfon �relltrnrlanrpmrfdolaprha oanpraave ammfmaarcr amir6aera arm+dmmr nirF rAr rvnem ry hw uflW andAFPAamrrn naaaunb. Na regrmrdNltry4omwedforJnnmrhvmla Tua: Ohaw/aar Chk: MC Dsgnr: KJO ® orcin Aa rerOhdhyrhammPaneer maaafagarerandPorhulAOar autpxrplarrofandmka Jhe balfaYetaWyeertvnrraarnorn that rArtomb fsma"IrGup�lbythe 1=1hunilylrarkaral,hrPanlcularap ffmdoa 77+aaer�aarrwrcrrMrrAargarAan/ TC Live 16.00psf WESTERN WOOD �ulae,aaMtraerlBraastoremmlthe n hurmOl'ho=+Iby rhr rau/�1+hal aHtrhe hmrwn eimnlawraraN•DromlMaKcfdrhmhrnr �a-+erre a4rsrb•mrachut mlrxahr.atrc bepramlln TC Dead 16.00 psf nararl. thadaYlhmm 4farfa+emlauPpm rfaan¢raemr neynhrrt araywrmhur MrrlBaglertrtA 77drrarycnaurhdl not aay rnrodamerr, thug rdllemat Ura matnarc mmnv pfrhe aoalro erm m.and(arraum rannenarplare ranulas FahrimreheaalahmaY BC Live GAO psf ®FABRICATORS mWlrvm rhtr rrau In arnm/once niN lhefalJaeinq rlamlanL:'IOfNTDETiULSt77hmut%IN9/r7'11�7VICA /'•11°ad 7Mw Ca°adl JMNDIlNG /NSTAWNGAND BMCING AILMIL P7AW CONNECISD WOOD 7ALWW SC Dead 10.00 psf 3700 RIEGO ROAD. ELVERTA. CA 91626 qfA"rrhv Slmahad Dalpr IterpaoriM!leat .INIO•Dll aml'NI8•Y1 SUAfhI.IRPWEk7'hp Tl'l. Tho rwr plaid 1011tarr liP06 lneermlm IrOoxifdaWve Almllrmt Wtrmnrtn JJ?/Y. TOTAL 42.00 psf 7heAma{mm Fmee and !'ap r taac(atlon IAFPAI Is lowed ar ill! INA Saert NW. Slid AIR IVaAlnrtaa, DC2WJ4 1 oF>:S 1 Scale: 13132" = V JOB#: 522411.01 Truss ID: M5 OurFars L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2-0-0 Design Spec UBC -97 Seqn T6.5.41 - 0 Job Name: HORTON0506 RRO A -LOC RBACT SIZE nE0'D TC 2x4 DFL 01 1 2- 9- 6131 BOB 1.sa- BC 2x4 DFL 61 2 6- 012 240 1.501 1.60- WEB 7x4 OFL STANDARD 3 9. 0-- 2 00 1.50- l.Se. Mark all Interior bearing locations. 5_11. 4 33 i. so- 1.90- PLATING BASED ON GREEN LUMBER VALUES. 4 BRC aggarREm2HSS ahere re baned MMY am)d°ne arerolb aey7erlbr lhetvmpanem arany(aCareramG4r 6alydlnr dvl yt°rajabtiertraa The bnlydWldr+l9asMd °amVW-Inathempdhmd as the truce material at each bearing 7C Live 16.00 psf BRO HA ORRICLIP HOTB mUhrd an rb4 derlta meet ora+d'drrlt6elomfl+7tlW�e%!7''Mr°���t^1dTMr`°°dtb`partfa+rar�lf� 4IMIC. .&=Wbptbara atflawkra"Vand the bammd+ardIttwoa�Amcdg'arltGl.hcati(n5materlal�d 7�a �"k ,shat&` 1 U24 l6d Dead 16.00 psf Support Coanectiania)/eangerls) are not designed Lor horizontal loads. SEE SIMPSCH PATAI,00 POB ADBITIONAL IIJSTALLAr1aN HUM 2C FORCB ARG END CSI 1-2 -75 a.01 0.19 0.19 2-0 -46 0.00 0.14 0.14 0-0 -2 0.00 0.00 0.00 BC FORCE AXL END CSI 3-4 -70 0.00 O.ab 0.06 4-5 70 0.00 0.06 a.06 5-0 a 0.00 0.00 0.00 WEB FORCE CSI 148E FORCE CSI 1-3 -96 0.01 1-4 93 0.03 Truss ID: M6 Plating Spec: ANSVTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 01607. Install Interlarsupport(s) before erection. 1 2 5. 0 B1 _3-4-0 2-7-10 3 4 5 STUB 03 4-1.7 SHIP This truss Is designed using the UBC -97 Cade. Bldg Enclosed =Yea, Importance Factor =1.00 Truss Location =End Zone Hurrlcanefocaan Una n No, Exp Category - B Bldg Length - e0.00 ft, Bldg Width = 40.00 it Moan roof height= 1126 ft, mph - Be UBC Standard Occupancy, Dead Load - 25.0 psf MAX DEFLECTION (span) : - Joint Locations 1 0.11.0 4 1.4-6 2 3.4.6 5 3.4-6 3 0.0-6 Scale: 13132" =1' JOBM 522411_01 Truss ID: M6 DurFacs L=125 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.5,41 - 0 OVER 4 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Dotail Reports available from Truswol software, unless noted. WARNING Read all notes on this sheet and give a Copy of It to the Erecting Contractor. ng. Job: EJ. Pis dedp u%wmImfivkw bwIft cwpmmt am Inwaarert it hat fxm bated a ryecjJ =d=PrM*kd4r Ito = rrmrntmw4laetmer rn aaanWnee uitb the mrrrmlrvttmrr afTP)amldFPAdaflrrmmfan)d Na,rypnrRQGYrdaumnelf�dWrmtfanaf araaaq: DW,eat°°d hk: MC sgnr: KJD [TC ® am)d°ne arerolb aey7erlbr lhetvmpanem arany(aCareramG4r 6alydlnr dvl yt°rajabtiertraa The bnlydWldr+l9asMd °amVW-Inathempdhmd 7C Live 16.00 psf WESTERN WOOD mUhrd an rb4 derlta meet ora+d'drrlt6elomfl+7tlW�e%!7''Mr°���t^1dTMr`°°dtb`partfa+rar�lf� 4IMIC. .&=Wbptbara atflawkra"Vand the bammd+ardIttwoa�Amcdg'arltGl.hcati(n5materlal�d 7�a �"k ,shat&` Dead 16.00 psf amnt Qrmla/dhwnfrfar fmrrvftrrppart°feaalpwenit memberraap'ro rtrArrd 6adllnY lmDA TE4 rempartmt P% BC Live 0.00 psf ®FABRICATORS mH'a°nI",ho,rAlraaddxrwWiaemmentrfthv-Itoense11P7:aarf4rrmaromnmuarplareamar(anF9&*aah=khmaa amlbrorrrMt trerrWrezvaham uitd fbdjallmdnymmdcrtld:!10/NrDETA11-rhY7hw aI'AMfLIPll:7Y7CA P IYaad7hw Cbmeff BC Dead 10.00 psf ajAmmier9amlaMDedgnRerp°mfbretfe47fANDL)NGWATAUJNGANDBit4aNGAtErALPLIT1iC10NN.Et EDIYOODMUSEW 3Te0RIEGOROAD, ELVERTA.CASSB20 .)H)Q-9r)and 7UB.P)SHMALMYSHEE7'brTPI. The -tutedeaFared andPoWit wtulsn(AFPA)Ittarntn)ar1))f!91112ree).MY.so81AwowgfmtDC's0)E TOTAL 42.00 psf Scale: 13132" =1' JOBM 522411_01 Truss ID: M6 DurFacs L=125 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.5,41 - 0 F3.53 B-5-13 3 4 b BoB3 V V sin ; 1-9-13 rA OVER 5 SUPPORTS All plates are 20 gouge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 318" = 1' ® WESTERN WOOD ®FABRICATORS 3700RIEGOROAD, ELVERT14CA95629 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. 7>�d�/muj�.�nlmG ml�lr pa> ,I�tt�a. ,t�.1tAd�een�na,on n�t,ane, tee, a nNt lr� mvldone/nrmunknceulrbtAaewmtrrnlonroJit'lwdAF7'Adedrn�mmA+rdr. Nontipotuf6!!Gl'kmiwtaljortGnmeforwloocwo0: OWenukar we to betapdby the campmw manujauoreraodhatMkFlop Jnlameprtar`e Drt`w(= )he 6ufG/1ng JclpwMue a�mmfn thw Re hmrtr aWwd djuign mwl arawwdlie, fwft rv"mdbpthe jumlhurld/npcode andthepatiralaraWkwhea thedelAeommx+ttmtth mPdrod trWemlll'M,m16r1hraeJarQuwihmrtNnpwWlhe6ortancM1ae/41Wero16EmndhparldGl�huoANdma7MaldfMfbaf�luLonlcuelAern4c netaL Drttdnpdmtm/rJbrhvtnfteppangfean4tanentaumnhrra,j•mredam drAfGip AagtA 7Mrmnponent rhall oar bepia,alln my' rnw'a",nOeUl07ntMee,ethetaw,tra.metattqriheuwdloemd191; Lbrmu+emuuvoepfinem++oefon FoMmrc.heedichutdl �dbraa tbGtrtet In ormrtkmarttith thejalleniupnatutatdr. '101NTDhTAlLSbp Truruvl AN51/)PI1:7V1CA 1'-IVaad 7htrr Coencf! oJAstrrim Smedanl Dukm RerpondhDGlea '11,MLINGINSTALLINGAND B11AC1NG ACETAL P.1A)S CONNECTED IVOOD 7fiLawy - -(HID-➢l)mo!'HID-DISUAIA(ADVSUEETby7P1. iAe Thur Plate lnnlnae(fP1141omdaDt?wfrfa DrAe 6fmDmu, Nlxan+ln 11718 MA,ud=n Forotwd[%UwAuodWGM(AFP,I) Istw talat till foji,M+ret ND; Se Laµ lVath(ngon. DC1011M Truss ID: HRA Drw : Job Name: HORTON0506 DurFaea L --1.2S P=1.15 RepMbrland 1.00 . O.C.Spacing 2-0-0 Design Spec UEIC•97 Segn T6.5.41- a TC 2x4 DFL 01 Plating spec: ANSIrrPI .1995 Building Designer shall provide adequate ERG x-taC PLEA size REQ -0 BC 2x8 DFL #2 THIS DESIGN IS THE COMPOSITE RESULT OF bearing area and anchoragm 1 G_ 1-1• 5 344 7.35 1.50• SLIDER 2x8 DFL 02 MULTIPLE LOAD CASES. AREA REQUIRED ....,._ a e- 6- 9 e• 9 407 i.se• 1.50" 300 I.Sol 1.50• Mark all Interior hearing locations. PLATE VALUES PER ICBG RESEARCH REPORT 01607. ID Bra Size Min Size -or- Min Area 5 0.1- B 0-4.15 7Asgtn 1 4 17- 13- 4- 8 30 1.50• 1.50• Pemonent bracing is required (by others) to Install Interior supports) before erection. PLATING BASED ON GREEN LUMBER VALUES. UPUFT REACTION(5) : s e- s- 1 19 1.50• 4.95• prevent rotation/toppling. Soo SCSI 1.03 This -rose Is designed using the Support 2 -30 Ib Bao REg01RMUMS aboxa ere basad &MY and ANSVfP11. UBC -97 Coda Support 4 - an the truce motorial st each beariag Bldg Enclosed =Yee, Importance Factor = 1.00 Support 5 •88lb Ib Truss Location = End Zone LOAD CASE #1 DESIGN LOADS TC FORCE PORC ND SX A7IG END CSX HurtlwnelocoanUna = No, Exp Category =8 Dir LAI' L.Loc R.Plf R.Loc LLRL 1-2 0.00 0.31 0 Bldg Length = B0.00 It, Bldg VYldth = 8.42 It TC VOR 0.00 0.0.0 113.14 7-0-13 0.50 1-2 61 0.01 0.39 0.39 Moan roof holght- 11.26 fL mph = 80 TC Vart 55.51 7-0.13 107.51 13-5.4 O.SO 1-0 -53 0.00 0.30 0.38 UBC Standard Occupancy, Dead Load = 26.0 pat BC Vert 0.00 0-11.0 20.81 4- 2.3 0.00 0-0 -43 0.00 0.19 0.19 o -o -2 0.00 o.ao 6.00 Be FORCE AXL END CSX 3-0 10o 0.00 0.04 0.04 3-4 loo 0.00 0.04 0.04 4-0 0 0.00 0.00 0.00 MAX DEFLECTION (span) NRB FORCE CBS NRB FORCE Cal 11899 MEM 4-0 (LIVE) LC 18 BLDRL -299 0.11 L= 0.00" W 0.00" T. 0.00" -Joint Locatlons - 1 0- 0.0 3 0.0.0 - 2 8.5-13 4 8- 5-13 2 F3.53 B-5-13 3 4 b BoB3 V V sin ; 1-9-13 rA OVER 5 SUPPORTS All plates are 20 gouge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 318" = 1' ® WESTERN WOOD ®FABRICATORS 3700RIEGOROAD, ELVERT14CA95629 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. 7>�d�/muj�.�nlmG ml�lr pa> ,I�tt�a. ,t�.1tAd�een�na,on n�t,ane, tee, a nNt lr� mvldone/nrmunknceulrbtAaewmtrrnlonroJit'lwdAF7'Adedrn�mmA+rdr. Nontipotuf6!!Gl'kmiwtaljortGnmeforwloocwo0: OWenukar we to betapdby the campmw manujauoreraodhatMkFlop Jnlameprtar`e Drt`w(= )he 6ufG/1ng JclpwMue a�mmfn thw Re hmrtr aWwd djuign mwl arawwdlie, fwft rv"mdbpthe jumlhurld/npcode andthepatiralaraWkwhea thedelAeommx+ttmtth mPdrod trWemlll'M,m16r1hraeJarQuwihmrtNnpwWlhe6ortancM1ae/41Wero16EmndhparldGl�huoANdma7MaldfMfbaf�luLonlcuelAern4c netaL Drttdnpdmtm/rJbrhvtnfteppangfean4tanentaumnhrra,j•mredam drAfGip AagtA 7Mrmnponent rhall oar bepia,alln my' rnw'a",nOeUl07ntMee,ethetaw,tra.metattqriheuwdloemd191; Lbrmu+emuuvoepfinem++oefon FoMmrc.heedichutdl �dbraa tbGtrtet In ormrtkmarttith thejalleniupnatutatdr. '101NTDhTAlLSbp Truruvl AN51/)PI1:7V1CA 1'-IVaad 7htrr Coencf! oJAstrrim Smedanl Dukm RerpondhDGlea '11,MLINGINSTALLINGAND B11AC1NG ACETAL P.1A)S CONNECTED IVOOD 7fiLawy - -(HID-➢l)mo!'HID-DISUAIA(ADVSUEETby7P1. iAe Thur Plate lnnlnae(fP1141omdaDt?wfrfa DrAe 6fmDmu, Nlxan+ln 11718 MA,ud=n Forotwd[%UwAuodWGM(AFP,I) Istw talat till foji,M+ret ND; Se Laµ lVath(ngon. DC1011M Eng. Job: EJ. MC Osgnr:K.1D sg: JOB* S2241LDI Truss ID: HRA TC Live 16.00 psf TC Dead 16.00 psf BC Live 0.00 psf HC Dead 10.00 psf TOTAL 42.00 psf DurFaea L --1.2S P=1.15 RepMbrland 1.00 . O.C.Spacing 2-0-0 Design Spec UEIC•97 Segn T6.5.41- a Job Name: HORTON0606 aRa X -LOC RMCT Bize Reo-O TC 2x4 DFL #1 BC 2x4 DFL #1 1 2- 7-u 6- a-12 445 3.90• 1. so. 27o s. so• l.aa• WEB 2X4 DFL STANDARD 3 ia- 0-12 Zea 1.50• 1.90• Marti all Interior bearing locations. PLATING BASED ON GREEN LUMBER VALUES. 4 34- 0-12 727 1.50• 1.50• 29 1.50. 1.50• This truss Is designed using the 5 15- 4. 3 a 5-11- 4 45 1.90• 1.90• ONLY USC -97 Cade. Bldg Enclosed =Yes, Importance Fatter 1.00 Rea REOVIREHEtrts sbwn are bound Truss Location =End Zane 'on the traaa msterial at each bearing Hurdwnalocean Lina = No , Exp Category = B Bidg Length a 80.00 ft, Bldg Width = 40.00 ft TC FORCE AEG BNO CSI 1-2 -161 30 0.30 0.01 0.30 UBC Standaranroolhod Oceupenry Doa d Load 28.0 psi 2-3 -168 0 30 0.00 0.. 3-0 -loll 0.01 0.19 0.20 0-0-65 0.00 0.19 0.19 - g_p -37 0.00 0.13 0.13 0_p -2 0.00 0.00 0.00 BC FORCE ARL BUD C9I 4-5 166 0.00 0.27 0.27 5-6 166 0.00 0.27 0.27 6_0 0 0.00 0.00 0.00 17P9 FORCE CHI NEB FORCE Cs1 2-5 -292 0.03 Truss ID: J615 Plating spec: ANSIRPI.1999 UPLIFT REACTION(S) THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 4711a MULTIPLE LOAD CASES. Support 9 •32 Ib PLATE VALUES PER ICBO RESEARCH REPORT #'1607. Suppport 6 RE .10 Ih Install Interior support(s) before erection. HORIZONTAL168lb ON(S} support 1 1881b support 6 1651b, � 1a 2 3 5.00 rt•a.o 4 g B B5 134 6-9-2 T SHIP 2-10.1 1 OVER 6 SUPPORTS All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 19 gauge, pesiUOnod per Joint Detail Reports available from Truswal software, unless noted. .EJ. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. cnit: Eng. Job: 73b tter(6a trfnran Nt9ulduW bulfJf�rampanentnW rruu a)mta Ithm beattominn gxe8[aelanrPrwldal6Ylr°'"P°"ee nrany(acnue MC am/,bneUacwnfniceu*hUmeu+ twrtomofTPlmd.tFPAJnrfwrwmhnl+NQmr"Wb911J'b`wndmlftrrdbum+WnQlra'remcl'.IXQenrlmu Osgnr.KJD Th fmrlJ Ju! vmue,tmrnafn ehm the fomL ® aewhe�il7dhpJsomtPm,enrrvQn4TQetQ,eramWrbWlJingderlwrrFrforwfQbrlo,clan . r+v w TC Live 16.00 psf mN1uJm lhlydWt"mee/Qr CiRrsld[Q/amrL,l•frupmCJE)'IAQ Mmllmtldhte soda and /he/mnfevfaraypi4wfmc the drlftn WlYlnll thW lherop ciQrd WESTERN WOOD 4lQltrQfl}Mun161 rhe nmjar/h ortrtamhtng thnhaea tchord r,lmernfrj'feunnf,yadtWeheoWlnS mmedalJ(eolpartaclnrl mren othm,aa TC Dead 16.00 psf nate! BmcfnYrhaws hjar huerulruppvrN'f"rr members anfyroml,nn hr¢dllnt lrntth. 7alromrlmiunl rhd/mu Oepluts+l rn a+4• BC Live 0.00 psi ®FABRICATORS fO°r°""r"'tlQ7niU" Po°m°ldwQe°"re"QjtlrcnoodaememllD':aelhvrmm®"rctorP �rtpVWaux Fb&)'-Watalmm(7ernnart mdbraea Wrrrtte to armrtfaary Wld atria(laWrt,rQ"�^l,�yO/NfahTAlesby h,wct NlS<�tP1 i; 7t7CA 1�•woQJ 7f„v Council BC Dead 10.00 psf andbl rd 9aadun10et3n pegwWN(lir=.HAN01JNGINSrALUNGANDOSAClNG AI£rAL PL.ITE roNNECW 1FOoa 7BUSSE4 27a0RIEGGROM, ELVERTA,CA9562e.(N/&911wJW10-D13lUlAlARTSNEE7'Iry•77'L ficRuoPluralnnftula(7i7)hfomlydmD'DngfrfnDtitBLfuJicQ".IP4cvnAnSJIiD' TOTAL 42.00pst fie American Fmm amt Pope Amdmtan IAFPAI frimetedat 1111 191h 2ML Mf: Ste 914 lrmhfngm. D1720ORL MAX DEFLEt:71ON (span): U999 MEM 5.6 (LIVE) LC 33 L= 0.01" D= 0.01" T= 0.01" MAX DE FLECT10N (cant) : 11.1647 MEM 4-5 (LIVE) LC 33 L=-0.05" D--0.06• T=-0.11" m>= Joint Locations e� 1 0_0.0 4 0-0-0 2 2-7-12 5 2.7.12 3 6.0.0 8 6- 0.0 Scale: 114" =1' JOB#: =41L01 Truss ID: J615 DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Sarin T6.5.41 - 0 TRUSWAL gYSTEMS 4445 NORTHPARK PRIVE, SUITE 200 COLORADO SPRINGS, CO 60807 --(800)322-4048 FAX(719) 698.8483 C001003160 114101 Users of Truswal engineering: The TrusPlusTM engineering software will correctly design the location requirements for- permanent continuous ;lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering grawings from Truswal will show the'required number and approximate locations of braces for each member needing bracing. • • In general, this -bracing Is ,done by using. Truswal Systems Brace-ItTm or a 2x member (attached to .the top or bottom edge of the member) running perpohdicular to the trusses and adequately designed, .. connected and braced to' the- building per.the building designer (See ANSI/TPI current version). The following 'are other options (when CLB brac(ng is not possible or desirable)-thiat will also satisfy bracing needs for. individual members tG Q, -`not building system bracing); 1.. A 1x or 2x structurally graded "T" brace maybe na(led flat to the edge .� of the member with .10d common or box Halls at 8" o.c. if only .one brace is requlW, or maybe n0.1led to both *edges of the member if two bNW ra. T" are required. The "T" brace must extend a minimum of 90% of the member's length. 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face •of: the member with .10d common or box nails at 6 o.c. If only one brace is required, or may be nalled;to both faces of. the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length.. Scabs) must extend a •minimum of 90."/° of the members length. 3. Any member requiring mbre.thian two braces must use perpendicular bracing or a combination. of :. scabs and. "T" braces, or any other. approved method, as specified' and approved by the building designer. `m EXAMPLES tAC ; . 2. Please contact a Truswal engineer If there are any questions. BUTTE COUNTY DEPARTMENT OF -DEVELOPMENT SERVICES BUILDING'PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP043599 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION��/� I hereby affirm under penalty of perjury that I am licensed under V 1,1G/ provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: APN: 017-300-027-000 the Business and Professions Code, and my license is in full force and effect. License Class License Number: : Site Address: 223 EAGLE NEST DR CHI Date: Contractor: Map Index: Description: NSF (3429) GAR (801) COV (752) OPEN (271) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the CARP 356 Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: KESTERSON, MARK & DEBORAH signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 217 EAGLE NEST DRIVE she is exempt therefrom and the basis for the alleged exemption. Any CHICO CA violation of Section 7031.5 by any applicant for a permit subjects the 95928 applicant to a civil penalty of not more than five hundred dollars ($500).): (530) 343-8200 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: KESTERSON, MARK & DEBORAH provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Contractor: Date: Owner. WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I 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 License #: is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: ROBERTS, CHARLES Carrier: #: 111P���onnnlicy I certify that in the performance of the work for which this permit is Total Square Ft: 5609 S.F. ` \ issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation: $262,547.00 and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply wi. h those provisions. Date: Applicants WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one ` ca) r hundred thousand dollars ($100,000), in addition to the cost of l� compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions to do o dicate bove for which fees have been paid. I % l V�O BY Date: T� Name: 9. PERMIT EXPIRES ON: Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I ereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby . authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: LE1_ rNSignature: Date: *Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 $--33 a I ` kc- BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES I, BUILDING PERMIT APPLICATION 6 AND SUBMITTAL REQUIREMENTS I o 69 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.neUdds **PLEASE PRINT CLEARLY**14 �, OWNER Last Name irstAY- I Addres -) &A-<,, LE N e77- City C-ia \ Chi State Zip Zg Phone 43^ 02 0 Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name City Y Address zip ? z City Fax State Zip Phone Page Fax E-mail Date Approved: Lic. # Class ARCHITECT/ENGINEER Name �A^I�C� LC6 Address f 25 % Al City Y State zip ? z Phone a- ft 3-7 Fax E-mail State Numb APPLICANT NAME Name OtJ1 r. Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X� For office use only: Zoning Flood Zone Cit Cit SRA No Occ. Type Consty J . Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT N p ,3 5q1 T BP LOCATION Prp,e-rtv Address .: �A&(-tAr���. Cit Cit Cross Street 2oa� WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name i V Address 1� EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checkejLand othehdgf"ent costs are not OVER FOR SUBMITTAL REQUIREMENTS II K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by� Amount: l � 3, 6�1 Bldg . X10 -SRA—_ . Receipt #, �,CJ;5 Sheriff 1 1 6 *1 SMIP ]� 16 Other Date* rd _ ) ! ���. ��_ Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 0 =1-7 06d INTER -DEPARTMENTAL MEMORAND 13 TO: BUILDING DIVISION, OROVILLE FROM: C�/�oT/ ���� �d , ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR. OWNER NAME: SEPTIC: WELL: AP#: �1 I� �n �7 ^d ADDRESS/LOCATION: lrjl� Ak.f� Comments: GL/memos/releasehold utte County Department of Development Services )NNE CHRISTOPHER, DIRECTOR WILLDAN Scott Rutherford (530) 538-7160 srutherford(a)buttecounty.net Plans Transmittal For Review Per Contract 12/28/2004 Applicant: I Kesterson, Mark & Debi Permit 04-3599 Project Type: NSF/Gar/Cov/Deck/Car ort APN: 017-300- 100% 70% Plan Check Fees $ 1,528.46 $ 1,069.92 $ 1,528.46 $ 1,069.92 WILLDAN Fee $ 1,069.92 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile LO TO: ' L FROM: T--1 SUBJECT: O M DATE: WILLDAN Scott Rutherford (530) 538-7160 srutherford(a)buttecounty.net Plans Transmittal For Review Per Contract 12/28/2004 Applicant: I Kesterson, Mark & Debi Permit 04-3599 Project Type: NSF/Gar/Cov/Deck/Car ort APN: 017-300- 100% 70% Plan Check Fees $ 1,528.46 $ 1,069.92 $ 1,528.46 $ 1,069.92 WILLDAN Fee $ 1,069.92 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other ^ t •. -�, � COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT� SERVICES -BUILDING DIVISION ~� 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET O� _ 1p gl/ " �� r7 OWNER: P "t3 ASSESSOR PARCEL NUMBER / - 3 Proposed Building Use: I Counter Technician: Date: /�_ ,_� /�- Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. to 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 5 15. Sanitation and site plan approval from the Environmental Health Department in C1Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation regyired....................... ........ ,Q.4 Erosion Control Plan Required.. -.A.k� ...�.... .....�. ..4t(. .. 1,__ ...... ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 2. City of Chico Plumbing permit............................................................. 23. California Department of Forestry plan approval [ ,p -d. Sent by: lanning approval (A) Use: dL-4B)Parking: (C) Parcel Check: t/ 5� ❑ '-25: Contact Land Development about _ Improvements, _ Drainage ......................... 1 26. NPDES Form............................................................................................. ' fv .P`27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ,PL- 31. Owner -Builder Verification (-4,CAen to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization......................................:............................. D33 -33• Recorded copy of Agricultural Acknowledgment Statement. ................................ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... 37. ❑ Gran Dee�dr�❑ M. Title/Statement of F cts, ❑ Letter from Legal Owger ❑ Check to H.C.D. $ 38.38. Other: c' �lJ. /lig i... d 6 2 �j -39. Other: When issued TelephoneiJA�t_ and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: - }Z1-7 1. Index,permit application for the above items numbered: Plan Check LetO ` 2. Additional items required Contractor, designas advised of the above data by hone, ❑ mail, ❑ counter, by Date: Contractor, design was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved byUJI i It Date: Note transfer by:-� Date: ` Yellow: Building Division E.H. use ONLY ''Plat Ran AttacMd � Phot Ran Antachad ' Sana to B.D. V — TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1156 Z- 0/'-1-S00 0 - % Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private ell Clearance for v*"'dwelling. Other /3i ---D 2 :5 Hold final for: F -A Final clearance O.K. for: NOTE: ,i,000a 7Z/ \ ,/s / ✓ q A: VP—CI Environmental Heal pecialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530/)538-7541/j SCHEDULE OF RECEIPT OF FEES 6? l �' T e� 9 OWNER IG4f Cg�)n 010,i O NER BUILD R ' EML _' I A�TI00 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [ X] NO [ ]. 2. I HAVE HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER DATE: 1 Z� 2-11 O 4 NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538.2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a pen -nit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. -vim C. Vieirl, C.B.O. Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. 10OPRTMIEWT Co 6UTTF / 00 00 l O C '� �C/C Wo¢�5 Department J. Michael Crump, Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storrs Water Permit and Storm Nater Pollution Prevention Placa (SWPPP) Acknowledgement [LESS THAN 9 ACRE Project Description: Project Location and/or Parcel Number: 4_Pq__ By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more.of land and that I, therefore, do not need -to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: �j\w Date: 1'1- I 1 Z 1 Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program . Revised 5/24/04 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING March 3, 2005 Mark & Debi Kesterson 217 Eagle Nest Drive Chico, CA 95928 Subject: Building Permit 04-3599 (APN: 017-300-027); New Single Family Dear Mr. & Mrs. Kesterson: The Butte County Department of Development Services, Planning Division, has reviewed the submitted Environmental Health Permit, and require the following information to continue the review process. • Erosion Control Plan (ECP): the subject parcel is located in the Rocky Bluff's Subdivision (150 MOR 7-9). Building permits cannot be issued and development cannot occur until erosion control measures are created and approved for wet weather construction. Please create an ECP and return Butte County Development Services, Planning Department. Should you have any questions please feel free to call Chris Tolley, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. S' ely, l tephen Streeteil Planning Manager WILLDAN Serving Public Agencies April 22, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan Project No: 14353-1313 Jurisdiction Job No: 04-3599 Assessor's Parcel No: 017-300-027 Description: Kesterson NSFD Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: ➢ Plans: Two (2) copies sheets cover through 14 dated 02-15-05, by Janice Lee, and S 1 through S5 dated 02-18-05, by RCE Civil -Structural Engineering Surveying -Charles Roberts P.E. ➢ Structural Calculations: Two (2) copies revision dated 03-07-05, by Charles Roberts P.E. ➢ Energy Calculations: Two (2) copies dated 10-19-04, by Marty Runnels ➢ Truss Calculations: Two (2) copies dated 08-13-04, and two copies dated 09-19-04, both by Mark B. Wegener P.E. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. W I LLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC" • Part 3, known as the California Electrical Code and abbreviated herein as "CEC" • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC" • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC" • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS" CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans and permit documentation. Type of Occu anc Type of Construction Sprinklers Stories 1s` Floor Ft 2 nd Floor Sq Ft Total Sq Ft R-3 V -N No 2 —Sq 1406 2023 - 3429 U-1 V -N No 1 801 NA 801 Cov. Porch V -N No 2 654 98 752 Open Deck V -N No 1 NA 271 271 Portico V -N No 1 NA 356 356 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. Sinc e , Isaac Kuster Plans Examiner Ricardo Guzman, S.E. Plan Check Engineer Ce: Alice Mefford, E-mail: amefford@buttecounty.net Mark and Debi Kesterson, 217 Eagle's Nest Drive, Chico, CA 95928, Email:kmnfm@digitalpath.net Page 2 of 2 Conrtt} of Butte Permit .Number 04-3599 Willdan Rroiecr Number 14353-131.3 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 0 ( �� School District \ ) A Building Department No. A.P. Number t 'JCJu' / Jurisdiction: City County Property Owner Q {O Property Location/Address D �d Subdivision Lot No. :........................................ ...................... :... ............................. Residential Development Q Q Q Sq. Footage Jt,ing Mobile Home Addition( 'Supplemental to (Group R) Units Installation Conversion Permit # ,*(NofoundationInspection) .............. ......................s. _ ........... ........................ _.... Deed Restricted Sq. Footage (Attach a signed copy of• Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q New Addition District Identification, No. 0 UJ School bistrict certifies that Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) (Street Address) V (Phone Number) (City) has complied with the requirements of Resolution No. representing / square feet. School District Representative Paid by Check # / Remarks: (State) (Zip Code) 9 'D by payment of $ VB 2926 $ FULL MM"nON $ Date x. . NoBoo: You may protest the Imposition of the fess Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees aro paid. Failureto submit a timely written protest wlll'prohibit you from challenging the Imposition of the fees In any court action. 1 M, subsequent to the School District Reprssentatiw signing this Butte County Schools Impact Fes Certification Form, the School District is notified by the &Wlcabie Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA) Oft project may be subject to additional school fess to fully n0gate.Its Impact on the school dbblct's schools. White (applicant), Yellow (building department), Pink (school district) feeforn.xis 110/03)dmm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s Property Owner (s) Project Location /Address Subdivision Name New Development o l"� 366 - 0a-'7 ao0,- �) (�C Alteration/Addition(s) Mobile home Building Permit Number Assessable Sq. Ftge Type of Residential Development (check one) Single Family -Detached Non -Residential to Residential Mobile home replacement Single Family -Attached Multi -Family Dwelling verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: j� 5� Building Date 6� 0 FRRPD 0 CARD ❑ PRPD D DRPD certifies that: IMA -zit—, �sv�c 5�y 5z — 01 y� Applicant Name Phone Number 21 `Z cvg� & OW 0.0 C44- IV-.> Z Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: --7 I Dwelling Units @ $ I S per unit for a total of $ a Square Feet @ $ Remarks: Pa i . by Cash: Recreation and Park varnvr„ rc%nr rrr nn it F(1RMC\nar1r_rrr. ctandard form rev 1.doc per sq foot for a total of $ Date AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 . COPY of Document Recorded 19 -Jan -2006 2006-0002889 Has not been compared with original BUTTE COUNTY COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR.RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this.property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established, agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 36OFF DZ, QHN to. Date Z PROPERTY OWNERS: State of California ) County offj�; ) persona I"ppeared 1n.r`<< f�rS,1 P,k�( 1 1 l eS-F� ---,5n -- known to me. (or proved to me on the basis of satisfactory evidence to be the person(s) whose name(s)" to the within instrument and acknowledged to me that he executed the same iserf capacity(ies), and that bYJ el ignature(s) on the instrument, the person(s) or the entity upon the person(s) acted, executed the Instrument. WITNESS my hand and official seal. Signature eal: A.P. # _personally subscribed authorized If of -which AAAt MARY ALVAREZ D COMM. #1487688 > cc NOTARY PUBLK-CALIFORNIA OF BUTTE COUNTY Comm. Expires May 4, 2008 CiII/C RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: Mark Kesterson and Deborah Kesterson 217 EAGLE NM DR MM, CA. 95928 Zil10120-+--100E6PJ4.76 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSENRRY DICKSON Assistant 09:00AN 01 -Oct -2004 REC FEE 16.00 TAX 220.00 Barbara Page i of 4 Space Above This Line for Recorder's Use Only A.P.N.: 011-680-027-0 File No.: 0401-1628373 (TB) The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $220.00; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ X, computed on the consideration or full value of property conveyed, OR computed on the consideration or full valueless value of liens and/or encumbrances remaining at time of sale, X 1 unincorporated area; [ ) Otyof Chico, and CORPORATION GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Horton Enterprises Inc., a California Corporation organized under the laws of the State of California hereby GRANTS to Mark Kesterson and Deborah Kesterson, husband and wife as joint tenants the following described property in the Of/bf/CN46, County of Butte, State of California: PARCEL I: U090ORPORATED AWA CF THE LOT 22, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 14, 2000, IN BOOK 150 OF MAPS, AT PAGE(S) 7, 8, AND 9. CERTIFICATE OF CORRECTION, RECORDED JULY 31, 2001, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2001-33805. PARCEL II: A 6 FOOT FENCE EASEMENT OVER LOTS 10 AND 11, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE I", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 13, 1992, IN BOOK 126 OF MAPS, AT PAGE(S) 60, 61, 62, 63, 64 AND 65. PARCEL III: Mail Tax Statements To: SAME AS ABOVE A.P.N.: 011-680-027-0 Grant Deed continued File No.:0401-1628373 (TB) Date: 09/28/2004 THOSE CERTAIN STORM DRAIN EASEMENTS OVER LOTS 12, 13, 14 AND 15, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE I", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 13, 1992, IN BOOK 126 OF MAPS, AT PAGE(S) 60, 61, 62, 63, 64 AND 65. PARCEL IV: A MAIL BOX AREA EASEMENT OVER LOT 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE I", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 13, 1992, IN BOOK 126 OF MAPS, AT PAGE(S) 60, 61, 62, 63, 64 AND 65. PARCEL V: NON-EXCLUSIVE EASEMENTS FOR INGRESS, EGRESS, SUPPORT, STORM DRAINAGE, WATER SYSTEM AND SEWERAGE SYSTEM OVER COMMON AREA LOTS A AND A-1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE I", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 13, 1992, IN BOOK 126 OF MAPS, AT PAGE(S) 60, 61, 62, 63, 64 AND 65. PARCEL VI: A NON-EXCLUSIVE EASEMENT FOR THE INSTALLATION, REPAIR, MAINTENANCE, MONITORING AND REPLACEMENT OF SANITARY SEWER FACILITIES AND APPURTENANCES IN, OVER, ACROSS, THROUGH AND ON, INCLUDING THE RIGHT OF ACCESS TO FACILITATE ALL OF THE ABOVE, OVER THE FOLLOWING DESCRIBED REAL PROPERTY: COMMENCING AT THE NORTHEAST CORNER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 2 EAST, M.D.B. & M., AS SHOWN ON THAT CERTAIN MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 14, 1976, IN BOOK 56 OF MAPS, AT PAGE(S) 64, THENCE SOUTH 00 DEG. 40' 55" EAST, 701.41 FEET ALONG THE EASTERLY LINE OF SAID SECTION 3 TO THE NORTHERLY LINE OF THAT CERTAIN REAL PROPERTY DESCRIBED IN BOOK 1502, PAGE 189, OFFICIAL RECORDS, AS SHOWN ON SAID MAP; THENCE LEAVING SAID SECTION LINE NORTH 57 DEG. 14' 00" WEST, 439.19 FEET ALONG SAID NORTHERLY LINE; THENCE CONTINUING ALONG SAID NORTHERLY LINE SOUTH 62 DEG. 36' 00" WEST, 670.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED PROPERTY; THENCE LEAVING SAID POINT OF BEGINNING AND SAID NORTHERLY LINE SOUTH 64 DEG. 37' 21" WEST, 20.14 FEET; THENCE NORTH 25 DEG. 00'00" WEST, 1.45 FEET; THENCE SOUTH 68 DEG. 45'11- WEST, 405.72 FEET; THENCE NORTH 25 DEG. 00'00" WEST, 332.49 FEET, THENCE NORTH 01 DEG. 18'00 -- WEST, 228.89 FEET; THENCE SOUTH 54 DEG. 43' 18" EAST, 50.00 FEET; THENCE SOUTH 74 DEG. 02' 40" EAST, 280.00 FEET; THENCE SOUTH 40 DEG. 45'00" EAST, 356.39 FEET TO THE POINT OF BEGINNING. PARCEL VII: A NON-EXCLUSIVE EASEMENT 30 FEET IN WIDTH FOR INGRESS AND EGRESS OVER THE FOLLOWING DESCRIBED REAL PROPERTY: Page 2 of 4 A.P.N.: 011-680-027-0 Grant Deed -'continued File No.:0401-1628373 (TB) Date: 09/28/2004 COMMENCING AT THE NORTHEAST CORNER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 2 EAST, M.D.S. & M., AS SHOWN ON THAT CERTAIN MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 14, 1976, IN BOOK 56 OF MAPS, AT PAGE(S) 64; THENCE SOUTH 00 DEG. 40'55" EAST, 701.41 FEET ALONG THE EASTERLY LINE OF SAID SECTION 3 TO THE NORTHERLY LINE OF THAT CERTAIN REAL PROPERTY DESCRIBED IN BOOK 1502, PAGE 189, OFFICIAL RECORDS, AS SHOWN ON SAID MAP; THENCE LEAVING SAID SECTION LINE, NORTH 57 DEG. 14'00" WEST, 439.19 FEET ALONG SAID NORTHERLY LINE; THENCE CONTINUING ALONG SAID NORTHERLY LINE SOUTH 62 DEG. 36'00" WEST, 670.00 FEET; THENCE LEAVING SAID NORTHERLY LINE NORTH 40 DEG. 45' 00" WEST, 356.39 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED PROPERTY; THENCE LEAVING SAID POINT OF BEGINNING AND CONTINUING NORTH 40 DEG. 45' 00" WEST, 54.65 FEET, THENCE NORTH 74 DEG. 02'40" WEST, 247.07 FEET; THENCE NORTH 54 DEG. 43' 18" WEST, 45.92 FEET; THENCE SOUTH 88 DEG. 42'00" WEST, 454.99 FEET; THENCE SOUTH 08 DEG. 40'00" WEST, 30.46 FEET; THENCE NORTH 88 DEG. 42'00- EAST, 460.27 FEET, THENCE SOUTH 54 DEG. 43'18" EAST, 50.00 FEET; THENCE SOUTH 74 DEG. 02'40" EAST, 280.00 FEET TO THE POINT OF BEGINNING. PARCEL VIII: THE RIGHT OF ACCESS TO FACILITATE THE INSTALLATION, USE, REPAIR,, MAINTENANCE AND REPLACEMENT OF SANITARY PIPELINES OVER THE FOLLOWING DESCRIBED PROPERTY: A STRIP OF REAL PROPERTY FIFTEEN (15) FEET IN WIDTH, LYING TEN (10) FEET ON THE NORTHEASTERLY SIDE AND FIVE (5) FEET ON THE SOUTHWESTERLY SIDE OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE NORTHEAST CORNER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 2 EAST, M.D.B. & M., AS SHOWN ON THAT CERTAIN MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 14, 1976, IN BOOK 56 OF MAPS, AT PAGE(S) 64; THENCE SOUTH 00 DEG. 40' 55" EAST, 829.98 FEET ALONG THE EASTERLY LINE OF SAID SECTION 3 TO THE SOUTHERLY LINE OF THAT CERTAIN REAL PROPERTY DESCRIBED IN BOOK 1502, PAGE 189, OFFICIAL RECORDS, AS SHOWN ON SAID MAP; THENCE LEAVING SAID SECTION LINE, SOUTH 62 DEG. 3S'16" WEST, 622.00 FEET ALONG SAID SOUTHERLY LINE TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED LINE; THENCE LEAVING SAID LINE, NORTH 66 DEG. 44'39" WEST, 52.39 FEET; THENCE NORTH 45 DEG. 34' 36" WEST, 48.87 FEET; THENCE NORTH 48 DEG. 40' 56" WEST, 58.92 FEET; THENCE NORTH 48 DEG. 13'32" WEST, 31.10 FEET; THENCE NORTH 50 DEG. 34' 20" WEST, 21.62 FEET; THENCE NORTH 46 DEG. 45'22- WEST, 31.41 FEET; THENCE NORTH 51 DEG. 39'25" WEST, 67.04 FEET; THENCE NORTH 51 DEG. 10'20" WEST,. 120.63 FEET; THENCE NORTH 49 DEG. 42'38- WEST, 112.83 FEET TO THE SOUTHERLY BOUNDARY LINE OF THAT CERTAIN REAL PROPERTY DEEDED TO THE COUNTY OF BUTTE MARCH 26,1975, IN BOOK 1976, PAGE 114, OFFICIAL RECORDS, AND THE TERMINATION OF THE HEREIN DESCRIBED LINE. THE SIDELINES OF THE HEREIN DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO INTERSECT THE SOUTHERLY LINE OF SAID PROPERTY DESCRIBED IN BOOK 1502, PAGE 189, OFFICIAL RECORDS AND THE SAID SOUTHERLY LINE OF THE PROPERTY DESCRIBED IN BOOK 1976, PAGE 114, OFFICIAL RECORDS. Page 3 of 4 SITE PLAN REVIEW APPLICATION D t �- o S� AP# 017--300 -0-2-7 a e. Permit Number (if applicable) APPLICANT INFORMATION Parcel Size Owners Name: 14 a,,,_4�1_ A& Owners Address: -4 7 Telephone No.: Situs Address: Proposed Use: Residential 1260 "_,5 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 Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel 4 ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Qj Site Plan Stamped Approved' Date Jia-- 0 Page 1 of 5 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: • Flood Panel No.: &W 7C-053 OC Index Date: Le ! (� El Sacramento River Reclamation District (Approval must be obtained from the Califo 'a 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 El Minor Variance El Administrative Permit ❑ Variance -------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: — / G P- c -D, - Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 30' Side 5-1 3D Side Street i Rear � 3� EEFE] 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 im �4 { Applicable Development Fees: r Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area— Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------`------------------------- Subdivision ------------------ -Subdivision Map Special Fees ❑ Water Tender [:],,,Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: 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 0 Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificated 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 Subdivision Map/Parcel Map: S G� J % Map Date of Recording: -7b / �0' o Lot: ❑ Use PermitJlVlinor Use Permit Permit Number: Book: Page: 7/01 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. 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. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa IMI Page 4of5 0 n Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarryslBuilding Permit Site Plan Reviewl.doc Page 5 of 5 OWNERS STATEMENT We. MIK ASSOCIATES, A GENERAL PARTNERSIIIP, as owners of the land shown hereon. do hereby stale that we are the only persons whose consent is neces- ory to pass clew title and we consent to the preparation and recordation of this map. We hereby offer for dedication to the County of Butte for specific purposes the (allowing: I. Easements to Pacific Bell, Pacific Gas & Electric. County Servlce Area No. 21, and Cron Mutual Water Company for Installation, malntennnce and repair of all utilities as shown horean. Easements to Pacific Bell, Pacific Gas & Electric, County Service Area No. 21 and Cron Mutual Water Company for installation, motnlenonce and repair f a0tNlies constructed over. on, across and under the Public Utlty Easements (P.U.E.) shown hereon. together ori lh the right to him and remove as often a necessary, trees, limbs and brush. 2. The sanitary sewer easements for pipelines, appurtenances, tanks, ingress and egress as shown on the annexed map. MIK ASSOCIATES, A GENERAL PARTNERSHIP Signature: • vti! 6u Name: /YI3Tf�Of4'r. HeR4eAr nue: �Ma� ACKNOWLEDGEMENTS STATE OF CALIFORNIA) COUNTY OF %W*+1 On this ISfi. day of _-In Ax, 2000, belwe me, the undersigned, a Notary Public in nd for sold State. Dersonaliy a eared personally known 1a me (o proved on the basis of satisfactory evidence to be the person(.) whose n me(s) is/are subscribed to the whhin Instrument end ockmn"Idged to me that he/she/they executed the some In nf./her/thetr authorized capacity(les) and that by his/her/their signa- ture(s) on the instrument the person(s) or the entity upon behalf of which the pefson(s) acted, e—ted this Instrument. WTNESS my hand and official sea Nolory Public Print Name: Linea J. Weed—k Commission plr s 7-15'-03 County of �r.Hc- STATE OF CALIFORNIA) COUNTY OF y s.s On this day of . 2000, before me. the undersigned, a Notary Public in and for said Slate, personally appeared personally known to me (or proved an the basis of satisfactory evidence to be the person(s) whose nome(s) Is/are subsaribed to the within Instrument and acknowledged to me that he/she/they executed the some in his/her/their authorized copecity(is) and that by his/her/their signo- lure(s) the instrument the person(s) w the entity upon behalf of which the per. -(s) .,led. executed this Instrument. WITNESS my hand and official sea Print Name: Notary Public Commission expire, County of SURVEYORS STATEMENT This map was prepared by me or under my direction and Is based upon a field survey in conformance with the requirements of the Subdivision Map Act and local ordinance at the request of MIX ASSOCIATES. in April 1998. 1 hereby stale that the survey Is Irue and complete as shown and that this final map substantlaity conforms to the approved cMdilionally approved tentative map, if any. and that alu e I monuments a of the char- ocler and occupy the positions Indicated and will be set in those positions within 90 days of the recordation of this mop and will be sufficient to enable the survey to be retraced. QpO�ESB10e.. V-"\\E•..E..�3 - O. 1--ttGa rr��� �f Mc.FYeye 1 MICHAEL D. McENESPY RCE 29465 Exp: 3-31-03 :� ih3 R0.29.L. �! t \- v CALlF00.t COUNTY SURVEYORS STA7EM£NT I. STUART EDELL. Deputy County Surveyor of the County of Butte. Stale of California, do hereby stole that I hove examined the final map for MIK ASSOCIATES, that it is substantially the some as appeared p the tentative map and any approved alterations thereof, that all provisions of the Subdivision Map Act of the Stale of Colifornio and local ordinance have been complied with and I am satisfied that the mop is technically correct. -J'—" 'C—�dpO Doled: 23 2 Oop STUART EDELL RCE 29132 Deputy County Surveyor Exp- 3/31/03 County of Butte RECORDERS CER77RCA 7E Filed this AW day of TJ LY . 2000, at2.'&f a.m. In Book /S[J of Maps, of Pages at the request of NORTHSTAR ENGINEERING. SERIAL 1,10.2~— 1702Y CANDACE J. GRUBBS D6pury County Recorder County of Butte CLERK OF 7NE BOARD OF SUP£RVTSORS STATEMENT I, JOHN S. BLACKLOCK, Clerk of the Board of Sup i9ors of the ly of Bulls, Stale of California, do hereby stale that on the a day of 2000. the Bull, County Board of Supervisors officially approved the su ivision mop of ROCKY BLUFFS - PHASE 2. Easements to ssociollons and public utilities are accepted on behalf of those entities only. The sanitary sewer a ... m en is as described In Item 2 of the Owner's Statement hereon and offered le, dedication to the County of Butte are accepted on behalf of the public. JOI,t6 S. BL CKLOCK ' Couk of the Board of Suopesors nty of rvlButte ROCKY BLUFFS SUBDIVISION PHASE 2 BEING A PORTION OF SECTIONS 2 AND 3, T. 21 N., R.2 E., M. D. M. BUTTE COUNTY CALIFORNIA for M.I.K.- ASSOCIATES NorthStar ENGINEERING AP" OII-89.023 SHEET i 0r 3 CERTIFICATE of GoRRec—rim poCsir doof-oonsits Crvl ERa6q:m9.rWINEA veYpH3 20 DMARA— Drew • 0=. -W 99973 19301693 -1600 Fvv 19301 893 - 2113 APRIL 1998 . 1. ... 8269 %.3ooK /s -o 7 CDRVE DATA \ \ __ ___ C1 IR 180.00• L 301.)1' 0 . 56']0')9'1 M,Rl SX 9Y 1160G B p, SN HI-JSp61, \� \\ C] IR • 280.00' L . 109.83' p . ]]•]0.6]•1 tl, Rl � \ \ `�N 62y35 \0 Ei Cl IR ]O 00' L 30 81• 0 11'00.101 1 �• \M.0\°2105oCE. 1 N.82.25 50"E. ,J �Yv. 1N.61e 2339 E is -}I y 7C ,a y'ea5•\s \R' + CKYWAY IS (B. 54`04.64. 8., 91.48•IM,P1 /� / C6 (R 50.00' L 32.21' D 11.1-3'1M,R1 ' / "v '� PNOJECr•• / C5 (R • 50.00• L . 151.8]• 31rE A' C6 (R • 20.00• L • 19.15• r C) IR • 110.00' f 9 C0 (R . 120.00' L • 12].1)1 D • SB°]0')9'1X,0.1 C9 IR 30.00' L • 31.6]• 0 ° 90.00.00•IM,R1 LOCATZON NAP CID (R 20.OD' L 15.50' D 66`]6.55'1 M, pl NOT TO SCALE C11 (R 50.00' L . ]]6.60' P . 268`49.50')M.Rl C12 (R • 50.00• L 48.16• D 55`10•51'IM.Rl C23 R 180.00' L 63.00 • D . 19.44'09' C14 R . I- D0• L 321.71 D 36`66.10' OA Cls R 260.00' L 72.56' D . 14`50'53' � NE51 ( CID R 180.00• L . 37.29• D . 07-31.49` EAGLE-(LotA j CE5 / C17 A • 50.00• L . 10].11]•. D 127`49'20' Lj6 _ 10 S.R5� PER CID A 50.00' L . 49.0]' D 56.09.50' CID R . 50.00' L 44.17• D . 50`16.5]• 2D c2l -- C20 A - 50.00' L. 73.13• D 83'4B' 02' h C21 R • 50.00' L • 86.80' D 99`13'08' C]2 R . 50.00• L . 10.42• D ° 36.51.68' m C� �r I T C23 (R 150.00• L . 15).09' D C24 IR . 250.00• 1 . 90.00• D 2]•]8.42'1M.R1NAIL BOX J mN�� ESML PER C25 Ip 400.00• L 100.14• D 16`20'37'1 C. RI ' O C26 IR 1000.00' L . 153.11• D • OB`46.54'IC,111 `f C27 la 1960.00' L . 44.03• D . 01.17111'1 e, Rl O LINE DATA L1 IB. 65•41.25' E.. 4).8]•IM.P1 I L] 19. 43`1]•4]' 0., 38.95'IN.R1 Ie. 72'02•51' H., 6).44'Itl.Rl N to. ]3.66.07' @., 9.)>•Itl, Al yLl \M.0\°2105oCE. 1 N.82.25 50"E. ,J �Yv. 1N.61e 2339 E is -}I y 7C ,a y'ea5•\s \R' + CKYWAY IS (B. 54`04.64. 8., 91.48•IM,P1 /� / L6 IS. 43'1 43. 8.. D.56•IM, RI ' / "v '� PNOJECr•• / L7 Ie. 67-61.25• R., .).83.1x.[1 L8 48. 65.41•25• e., 47.02')C. 31rE A' L9 (8. 41.1]'4]' R. 15.00•)C.RI r LID (li. 46.47'17' [.. 10.00')C.RI f 9 LI1 IN 55.49.55' 8., 220.61')C,RI L12 (S. 34.10.04• [., 361.6)•1x, a1 LOCATZON NAP NOT TO SCALE 111 IP 11.49.56' L24 18. 19.49.37• [., ]1.]6•IC.311 SCALE: 1" = 100' NOTES 1. BOOK 2036 O.R., PAGE 599 PROVIDES FOR BASEMENTS FOR ROAD. SEWERAGE AND PUBLIC UTILITY PURPOSES. SAID EASEMENTS ARE NOT DEFINED OF RECORD AND MAY OR MAY NOT PALL ON THE HEREON SHOWN REAL PROPERTY. 2. SERIAL NO. 91-46352 PROVIDES FOR A PACIFIC GAS A ELECTRIC EASEMENT. THE LOCATION IS NOT DEFINED OF RECORD AND HAY OR NAY NOT PALL ON THE HEREON SHOWN REAL PROPERTY. 3. THE 10 STORM DRAIN EASEMENT SHOWN HEREON IS TO BE RESERVED IN DEEDS FOR THE BENEFIT OF LOTS 21 THROUGH 3I OF PHASE 2 AND FOR PHASES I AND 3. BASIS THE BASIS OF BEARINGS FOR THIS MAP IS THE EABTSRLY LIMBS OF LOTS 1 A I OF ROCKY BLUFFS SUBDIVISION - PHASE 1 AS EVIDENCED BY MONUMENTS SHOW HEREON AS POUND. BEARING OF SALD LINES IS S. ]8.361]1" E. .PER R1. LOGS" O SET H" IRON PIPE TAGGED RCB 29465 O FOUND 1P IRON PIPE TAGGED RCE 39465 IN CONCRETE • POUND M" IRON PIPE TAGGED RCB 29465 OR SC REBAR TAGGED RCE 29465 ° CALCULATED POINT I ) EMBRACES RECORD DATA RI RECORD DATA PER BOOK 126 NAPS, PAGES 60.65 M MEASURED DATA -C. PUBLIC UTILITY EASEMENT S.O.E. STORM DRAIN EASEMENT S.S.E. SANITARY SEMEN EASEMENT -PHASE 2 BOUNDARY 2 LOT NUMBER PER ROCKY BLUFFS - PHASE 11R3) ..C. NIT•NESS CORNER 6 SET COUNTY OF BUTTE S-11 CENTERLINE MONUMENT C CALCULATED DATA ROCKY BLUFFS SUBDIVISION PHASE 2 BEING A PORTION OF SECTIONS 2 AND 3, T. 21 N., R.2 E., M. D. M. BUTTE COUNTY CALIFORNIA for M.I.K.- ASSOCIATES NorthStar CNA EN6DRE65.9 BDRR,.SWv[7OR5 30 DECWIATpM ORNE•CMCO, CAl1o<1MA 9 ENGINEERING D1m.v-.coo T..Mlolev-nu e9 SHEET 2 OF 3 AFN 011-68-023 APRIL 1998 JOB ND. 8259 CERTIFICATE OF CORRECTION Doc% x001-0033805 /Z r, r, A, iSn PfFh>< 4 BJ.BS� Y.IA•A9 P1 E.\ 51DALICIA ROBUSTB VL<IIT IOVTTE CNECKENI 1 10 RCOIUB NO OE`/ELOiYENf AREA AROUND BLUFF LINE 1 lART9-TYR SEE NOTE 4. NT ARE'_%�+ll M D[VELOiMf 1 N 61.0 / 6l S°•N E' N.BT p�l��f• �, S� L`y� •�� / $' V,:.� 1 2; 1 ,L1A°!s Lot 12 to/ 2 QC'` `©—_�_----- 3 vol 2y NESt �-�o,P LO O t 3 0 �m Lot 29 m a t Lot 26 Lot .7 8 'O\ 25 SCALE: I- = 100' NOTES 1. THIS ADDITIONAL INFORMETION SHEET SBONS ADDITIONAL INFORMATION, IS FOR INPOAHATIONAL PURPOSES ONLY DESCRIBING CONDITIONS AT THE TIME OP PILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2. THERE SHALL W A 10 -FOOT RADIUS NO DEVELOPMENT ZONE AROUND ALL SIDALICIA ROBUSTA PLANT. NO DEVELOPMENT SHALL MEAN NO LANDSCAPING, SOIL DISRUPTION, VEGETATION REMOVAL, PLACEMENT OF DECKS OR CONSTRUCTION OF ANY KIND. THE INTENT IS TO LEAVE THE LAND IN ITS NATURAL STATE. AS AN ALTERNATIVE THE PLANT POPULATION MAY BE RELOCATED WITH APPROVAL FROM THE CALIFORNIA DEPARTMENT OF FISH AND GAME. 3. HATUARL VEGETATION WILL BE RETAINED IN THE NO DEVELOPMENT AREA. IT SMALL BE RETAINED ELSHWHJ= ON THE PARCEL WHERE FEASIBLE. ALL TREES OVER 6 INCHES IN DIAMETER, AS MEASURED 2 FEET ABOVE GLADE, SHALL BE RETAINED UNLESS THEY ARE DISEASED OR REMOVAL IS NEEDED POR ROAD PURPOSES OR HOME CONSTRUCTION. 4. CONSTRUCTION SITE PREPARATION AND SOIL DISRUPTION SHALL BE LIMITED TO THE DRY SEASON, MAY THROUGH OCTOBER. 5. THERE IS A 50 -FOOT BUILDING SETBACK LINE FROM THE CENTERLINE OF OSPREY CIRCLE AND THE CENTERLINE OF EAGLE NEST DRIVE. 6. ON LOIS 111 THROUGH 124, SOIL CVIS AND PILLS OUTSIDE OF THE SH 1 BUILDING FOOTPRINT AREA ALL BE LIMITED TO 3 FEET EACH. THE DESIGN OF THE BUILDINGS SHALL CONFORM TO THE NATURAL t TOPOGRAPHY OP EACH LOT TO MINIMISE TEE REQUIRED CUTS AND PILLS. 7. IF A DEER HERD IMPACT FEELS) IS CURRENTLY IN EFFECT, IT SHALL BE PAID PRIOR TO THE ISSUANCE OF BUILDING PERMITS. S. BUILDING FOUNDATIONS/ FOOTINGS SHALLBE DESIGNED 8TA REGISTERED CIVIL ENGINEER OR LICENSED ARCHITECT. SHEET 3 OF 3 ADDITIONAL INFORMATION'SHEET CERTIFICATE OF CDRQECTION DOGr.1001-0033805 ROCKY BUFFS SUBDIVISION PHASE 2 BEING A PORTION OF SECTIONS 2 AND 3, T. 21 N., R.2 E., M. D. M. BUTTE COUNTY CALIFORNIA for M.I.K.- ASSOCIATES NorthStar ENGINEERING APN 011 -BB -023 EM DIGOCNl .I1.AIR E.- SUR—ORS A .—TON OFry • GRCO, GLRWM !l9TJ LV01.9J-KOO 1n..1!!J-21.J APRIL 1998 108 Y0. 8211 'oOK /Sa PftGE 9 Date SITE PLAN RE7 IEW APPLICATION AP# Permit Number (if applicable) APPLICANT INFORMATION Owners Name- Owners Address: Telephone No.: Situs Address: ]Prop®sed Use: Bin Number Parcel Size: � K�es,�rSo�t L Lt Email: 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 Other Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): //-6k-0;27 .s'9a ❑ Single Family Remodel BUTTE COUNTY NOV - 4 2004 DEVELOPMENT. . SERVICES ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval IN Site Plan Stamped Approved By CG?it Date Page 1 of 5 ALL ITEMS CHECIED 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: • Flood Panel No.: G00? GC�S30C. Index Date: �o ❑❑ Sacramento River Reclamation District (Approval must be obtained from the ali omia•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) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit El Minor Variance El Administrative Permit ❑ Variance --------------------------------- —-------- –------- –--- ---------------------------------- ------- ------____ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: K I .�� Applicable Building Setbacks: Zoning Code Streets & Highways Fire Prevention Five, I .,I _ # I Side S yr Side Street Rear �Q r 24 � Height Waterway N/A N/A N/A Subdivision Map ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable ]Development Fees: Standard Fees Amount Formula ❑ Fire ❑' School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: 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/Notice 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 1 Subdivision Map/Parcel Man: Map Date of Recording: Lot: .22 ❑ Use Permit/Minor Use Permit Permit Number: 7/14 0 0 ! 50 -7l I Book: � Page: 64� Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. 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. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ❑■ Page 4 of 5 0 -1 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc (2-20-04) Page 5 of 5 BUTTE COUNTY i�.nvlronmental Healb-, AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST SEP 2 4 2004 Chico, CA Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: MA1ZtL Phone: I;' ,y )969 Mailing Address: __ Z1 Lel✓ t`�LT ���� E -Mail address �0 ✓V� (� �, jai LQ{� j�- f- , {��t'r Assessor's Parcel Number. 6 // 017 Reason you believe you qualify for the unusual circumstances exception: Z Owner or Authorized Agent's signature Dat UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form o-. �'►'� a—tt — Refer to the Site Plan Submittal handout for specific requirements nternal Dept. Contact Info: ..... ............ ❑ Env. Health ❑ Planning ❑ Building ❑ Other Contact Person: Phone: ......................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal) DISCRETIONARY PERMITS (Planning) _MINISTERIAL PERMITS (Building) ❑ Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: Date: YMC 7/1/03 .Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING November 22, 2004 Robert Horton c/o Mark Kesterson 217 Eagles Nest Drive Chico, CA 95928 Subject: APN — 017-300-027 Dear Mr. Kesterson, The Butte County Department of Development Services, Planning Department, has reviewed the submitted Environmental Health Application for a septic permit, and has found your application in compliance with the established planning criteria. The site plan you :submitted meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit Application has now been forwarded to the Environmental Health Division for their consideration and action. Attached, please find a copy of any use permits, or map notes and conditions for your property. We are providing this to your for your information and future reference. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. 7ana ly, dler Assistant Planner OWNERS SrA7Ew-NT We. MIK ASSOCIATES. A GENERAL PARTNERSHIP, as owners of the land shown hereon, do hereby stale that we are the only persons whose consent is neces- .ary to pass door title and we consent to the preparation and recordation of this map. We hereby offer IOr dedication to the County of Butte for specific purposes the following: I. Easements to Pacific Bell, Pacific Gas @ Electric, County SerNce Area No. 21, and Gran Mutual Water Company for installation, maintenance and repair of all utilities as shown hereon. Easements to Pacific Bell, Pacific Gas k Electric, County Service Area No. 21 and Gran Mutual Water Company for Installation, maintenance and rep.tr of all utilities constructed over, on acro.s and under the Public Willy Easements (P.U.E.) shown hereon• together with the right to trim and remove as Often As necessary tree.• limbs and brush. 2. The sanitary sewer easements for pipelines, appurtenances, tanks. Ingress and egress as shown on the annexed map. MIK ASSOCIATES. A GENERAL PARTNERSHIP Signature: ^+ Name: ag4lb, Title: —Pikte ACKNOWLEDGEMENTS STATE OF CALIFORNIA) COUNTY OF A%*1,L On this Isis. day of 79)ATr , 2000, before me. the underslgned, a Notary Public In nd fa sold Slate, personally appeared o► personally known to me (or proved on the basis of aolLsfaclory evidence) Me the person(s) whose n me(s) Is/are subscribed to the within Instrument and acknowledged to a that he/she/they executed the same In hi./her/their authorized eapocity(Ies) and that by his/her/!heir signa- ture(.) the instrument the persons) or me entity upon behalf of which Ole person(.) act d. executed this Inslrumen I. VATNESS my hand and official sea Print Name: wea J. WmAwX Nolay Public L� comml.slan expires -FS - or County o1 2t .7 STATE OF CALIFORNIA) COUNTY OF 1 s.. On this day of , 2000, before me. the undersigned. a Notary Public In and far said Stale• personally appeared personally known to me (or proved on the basis of ealisfactory evidence to be the person(.) whase name(,) Is/are subscribed to the wllhIn Instrument and Acknowledged to me that he/she/they executed the some In his/her/their authorized copocily(les) and that by his /their slgna- ture(s) on the instrument the person(s) or the entity upon behalf of which the person(,) acted• executed this Instrument. WttNESS my hand and officio Print Name: Notary Public Commission expires County of SURVEYORS SrAIEMENr This map was prepared by me or under my direction and is based upon a field survey In conformance with the requirements of the Subdivision Mop Act and local Ordinance at the request of MIX ASSOCIATES- In April 1998. 1 hereby elate that the survey is true and complete as shown and that this final map substantially conforms to the approved or conditionally approved tentative mop, if any, and that all monuments ore of the char- acter and occupy the positions indicated and will be set in those positions within 90 days of the recor lotlon of this map and will be sufficient to enable the survey to be retraced. O F filil - MICHAEL D. McENESPY RCE 29465 E.P. 3-}7-0} ff tLC 2-440 •"•f COUNTY SURVEYORS STA7EMENr 1, STUART EDELL. Deputy County Surveyor of the County of Butte. Stole of California, do hereby slate that 1 have examined the Mal map for MIK ASSOCIATES, that it is substantially the same as appeared on me tentative map and any approved alterations Ihaaof, that oil provisions of the Subdivlslw Map Act of the Slate of California and local Ordinance how been complied with and I am satisfied that the map is technically correct. ��zl Dated: 2.3 Oop STUART EDELL RCE 29132 County my urwyar Exp. 3/31/03 of RECORDERS C£R77F7CA 7E Fged this 1qW day of SOLY 2000, at9-'0/a.m. In Book of Map.. at Pages 7, 9 at the request of NORTHSTAR ENGINEERING SERIAL N0.am0-ro �Y01V CANDACE J. GRUBBS County Recorder County of Butte ,m. CA- b6pVr7 CLERK OF 7HE BOARD OF SUPERNSORS STATEMENT I, JOHN S. BLACKLOCK. Clerk of the Board of Su pF( isms of the y of Butte, Slate of Colifornia, do hereby stole that on lhe_t„7day of 2000, the Butte County Board of SupeMsms olficiolly opprowd the suD ivision mop of ROCKY BLUFFS - PHASE 2. Easements to ossoclalions and public utilities are accepted an behalf of those entities only. The sanitary sewer easements as described in item 2 of the Owner's Statement hereon and offered for dedication to the County of Butte are accepted on behalf of the public. aS. BL CKLOCK ' rk of the Boars of SuoperWors my of Bulls ROCKY B�uFFs SUBDIVISION PHASE 2 BEING A PORTION OF SECTIONS 2 AND 3, T. 21 N., R.2 E., M. D. M. BUTTE COUNTY CALIFORNIA for M.I.K.- ASSOCIATES NmthStarW0.EN,wEml.PlgnNm3•SM veva9 t0 aC4x.CIxM DPoVE • O.W, Cx1YaeMr. 939>3 ENGINEERING OSm es3 •isoo OSol es3-zns SHEET t Of ] P. on -e.-023 APRIL 1998 10. n0. 8x39 lcm tlrlE^Lt ur (,OKKk.L.l(alis POCw okUO1-0033505 &00K /JV 81.93' H.7<°49'21 E.\ SID>LICIR R08—A PLCNTIBUT)E CNECFEPI �1 10'PPDIUS NO OEVELOPNEH( AP En APWND i A I -T� � PLANIS-TTP. SEE NOTE 2. 6LUFF LINE No NLS DEVEL_OPMENl"% 02?�-ICE' N.9)be�D `� �0� - �� moo• �E. . 9°lli lS'E. K�°Di LDi ZZ Ile P kO/ 3 tu.4i Vol Z <O/ 2y ' �09 EpOLE `% 'j% LO` Q n\� �m LD1 29 m < t L01 26 ,Qi ZT A-01 26 `0% 2.5 a. SCALE: 1' = 100' NOTES 1, TH I6 ADDITIONAL INFORINATION SHEET SHOWS ADDITIONAL INFORMATION, I9 FOR INFOHNATIOHAL PURPOSES ONLY DESCRIBING CONDITIONS AT THE TIME OP PILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREIT. 2. THERE SHALL BE A 10 -POOP RADIUS NO DEVELOPNHIRT EONS AROUND ALL SIDALICIA ROBUST A PLARI. NO DEVELOPMENT SHALL WEAN NO LANDSCAPING, SOIL DISRUPTION, VEGETATION REMOVAL, PLACEN[ENT OP DECKS OR CONSTRUCTION OF ANY HIND. THE INTENT IS TO LEAVE THE I'M IN ITS NATURAL STATE. AS AN ALTERNATIVE THE PLANT POPULATION HA: BE RELOCATED WITH APPROVAL MON THE CALIFORNIA USPARTHENT OF FISH AND GN Z. 3. NATURAL VEGETATION WILL BS RETAINED IN THE NO DEVELOP!ffiR ARBA. IT SHALL HE BETA RED ELSEWHERE ON TBE PARCEL WHERE FEASIBLE. ALL TREES OVER 6 INCHES IN DIAMETER, AS HEASURED 2 FEST ABOVE GRADE, SHALL HE RETAINED UNLESS THEY Nth DISEASED OR REMOVAL IS NEEDED FOR ROAD PURPOSES OR SOME CONSTRUCTION. E. CONSTRUCTION SITE PREPARATION AND SOIL DISRUPTION SHALL HE LIHITED TO THE DRY SEASON, BAY THROUGH OCTOBER. 5. THERE IS A 50 -FOOT BUILDING SETBACK LINE FROM THE CENTERLINE OF OSPREY CIRCLE AND THE CENTERLINE OF BASLE NEST DRIVE. 6. ON LOTS Ell THROUGH 124, SOIL CUTS AND FILLS OUTSIDE OF THE BUILDING FOOTPRINT AREA SHALL BE LIMITED TO 3 FEET EMU. THE 1 DESIGN OF THE BUILDINGS SHALL CONFORM TO THE NATURAL ( TOPOGRAPHY OF EACH LOT TO HININIEE THE REQUIRED CUTS AND PILLS. 7. IP A DEER HERD IMPACT FEE(S) IS CURRENTLY IN EFFECT, IT SHALL BE PAID PRIOR TO THE ISSUANCE OF BUILDING PERWITS. B. BUILDING FOUNDATIONS/ FOOTINGS SMALL BE DESIGNED BTA REGISTERED CIVIL ENGINEER OR LICENSED ARCHITECT. ADDITIONAL INFORMATION'SHEET ROCKY BLUFFS SUBDIVISION PHASE 2 BEING A PORTION OF SECTIONS 2 AND 3, T. 21 N., R.2 E., M. DL M. BUTTE COUNTY CALIFORNIA for M.I.K.- ASSOCIATES WrthStar ENGINEERING SHEET 3 OF 3 APN 011-68-023 rce- c,rATc nc COCQEC710N Doc *.100)-0033005 -199! -190o ra ulD1 en - 203 APRIL 1998 48 N0.fiz39 Rnn,c, / PAGE 9 CURVE IDSA \ \ SN .93-!3608 B RN SM A3SPo01, ]� Cl Ip . 10.0.001 L . 161.71• 0 . 56.56')9'1 X,Pl ` C] (0. _ 180.00• L . 109.81• D . 1]•]8.61'1 Y, 0.1 \ ,\ CJ IR _ 20.00' L . 10.0]• D . )1.00.10-)X.R1 CIB 5.00• L 15110' 16IS. 4)'1]'4)' 8.. 1].56'7X,81' CS5 IH _ 50O.00' L 151.83' D ]7)•59'30'7 tl,pl i PRo rEcr C6 IR _ 20.00' L 19.25' D . 53'09'00'1 M, RI l ftl C] (R ]]0.00• L . 66.)1• D it°]8. 12'1X.111 L9 Ie. 43.12'41' e., 75.00'IC.R1 CB IR _ -DO' L 122.60' p . 58.29.39')Y.R1 \ C9 IR . 20.00• L 31.4]• D . 90-0O.001M,Rl CIO (A 20.00' L . 15.50• D 44.24.55').,.1 \ C11 IR 50.00' L 234.60• D 268.49.50"IM,RI C12 (R _ 50.00' 'L 48.16' D 55.10.57•)M,R1 C23 H _ 160.00• L • 62.00 D 19.44.09- C14 R _ 160.00' L . 121.71 D . 38.44'30• NOT TO SCALE L24 19. 19'49•]]' e., 21.26')C,R1 E CiS e . 260.00' L . 72.56' D _ 14-50-53- DA1� CIO R _ 260.00• L 37.29• D . 07°37-49• � NESt 6 0.1 EA G('E C17 R _ 50.00' L . 102.62' 0 _ 117 -49 -21 - 1]•49']0'Cla cx5 / PER 8 Cl aR . 30.00• L . 49.01' D 56.09'50' C19 R . 50.00• L 44.17• A C2I •• C20 R . 50.00' L • 73.13• D 8]•46.0]- C21 a _ 50.00' L _ 66.68' D • 99'J]•DO' � 02 R _ 50.00' L 30.42' D • 34.51.46- T C23 (R _ 150.00• L . 153.09' D . 56.56'39.1X.81 \ C34 IR 550.00• L . 96.06• D . 22°26'42•)X.R1 ,moi) "p116ox'REp 3 [• PE C35 (B _ 400.00' L . 100.14• D 14°]0•])'1 C.Pl E5" / p 1 C26 IR _ 1000.00' L 153.20• 0 . O6-46'!4')C,el t C27 IR 1960.00• L .44.0]• D Oli]•1l'1 C. 0.1 a ^ � _ 1 LINE MIA o� L1 48. 65.41•25. 6., 47.62•IM.Rl L2 0. 1]•12.4)• e., 30.11- 1... I L) 18. )2.01.3]' 6., 63.44•Itl.Rl L2T J� N Ie. 23.40.01.8., 9.77')H,Rl 53.89 10.1 G L5 (8. 54.04.44' R., 91.40•)X,81 / 16IS. 4)'1]'4)' 8.. 1].56'7X,81' i PRo rEcr L] 19. 65.41•25' 8., 47.0.]')M,Rl L8 M. 69.41.15' 8., 41.6]•IC,R1 l ftl ,SIM L9 Ie. 43.12'41' e., 75.00'IC.R1 ' 6.1••51 L10 (11. 46.47'17' E., 10.00')C.R1 4 411 IN 55'69.56' e., ]]0.6J•IC.PI L23 (8. 34.10.04' 6.. 261.83.)X,0.1 LOCATZON MAP NOT TO SCALE L24 19. 19'49•]]' e., 21.26')C,R1 - SCALE: 1" - 100' NOTES 1. BOOR 2036 U.S., PAGE 599 PROVIDES FOR SAHEMENTS FOR ROAD, SEWERAGE AND PUBLIC UTILITY PURPOSES. SAID EAB ENENTS ARE NOT DEFINED OF RECORD AND MAY OR MAY NOT PALL ON THE HEREON SHOWN REAL PROPERTY. 2. SERIAL NO. 91-46352 PROVIDES FOR A PACIFIC GAS 6 ELECTRIC EASEMENT. THE LOCATION IS NOT DEFINED OF RECORD AND MAY OR NAY NOT PALL ON THE HEREON SHOWN REAL PROPERTY. 3. THE 10' STORM DRAIN EASEMENT SHOWN HEREON IS TO BE RESERVED INDEEDS FOR THE BENEFIT OF LOTS 21 THROUGH 31 OF PHASE 2 AND FOR PHASES I AND 3. w BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS NAP IS THE EASTERLY LINES OF LOTS 1 6 2 OF ROCKY BLUFFS SUBDIVISION - PHASE 1 AS EVIDENCED BY MONUMENTS SHOWN HEREON AS POUND. BEARING OF SAID LINES IS S. 28'36'21" E. PER R1. LBGHND O SET )f IRON PIPE TAGGED RCB 29465 O POUND 97-' IRON PIPE TAGGED ECE 29465 IN CONCRETE 0 POUND M' IRON PIPS TAGGED RCB 29465 OR M" SHEAR TAGGED RCE 29465 e CALCULATED POINT 1) END CBS RECORD DATA RI RECORD DATA PER BOOK 126 MAPS, PAGES 60-65 uHER USED DATA P. u. E. PUBLIC UTILITY EASEMENT S.O.E. STORM DRAIN HASHMENT S.S.E. SANITARY SEWER EASEMENT -- - PEASE 2 BOUNDARY .J LOT NUMBER PER ROCKY BLUFFS - PHASE I(RS) N.C. WITNESS CORNER 6 SET COUNTY OF BUTTE S-11 CHNTERLINR MONUMENT C CALCULATED DATA ROCKY BUFFS SUBDIVISION PHASE 2 BEING A PORTION OF SECTIONS 2 AND 3, T. 21 N., R.2 E., M. D. M. BUTTE COUNTY CALIFORNIA for M.I.K.- ASSOCIATES ortw hStar W4 YMOwEFA!•0.CXMR9. 90RKYOR9 '� ` Gi pOECLPPPTpH DWVC•CWCQ W.IOIO,u 9597] ENGINEERING DJ01693.1600Fm15]N69J-2113 SHEET 2 OF 3 A1X 011-66-021 APRIL 1998 Jm X018459 CERTIFICATE OF CGRREcTIoH Doc" x001-00339eS /fir-)/- ,A- .AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded I REC FEE Official Records I County of I COPIES Butte I CONFORMED COPY OANDACE J. 6RtlBBS I County Clerk-Recorderl I SAI 010:0PAM 19 -Jan -M I Page 1 of 4 16.00 3.00 1.00 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents ofthis.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: Z-aT zz ;P -C ,r- -6e'()FF_ D2. QN) to . gs�z8 0/7 --, 300 - D z 7 011- oz) C-e-� � Date 2 PROPERTY OWNERS: , State of California County of bukAR- On g_ 2cf , UZDS before, tile, , per5vua'ly4ppearcu I I ACL — Ug ,t-� 04-ak U E—I)D Y. N) 1 K_C ./ c,sv1 personally known to me (or proved to me on the basis of satisfactory evidence to be the person(s) whose name(s)'' subscribed to the within instrument and acknowledged to me that hs4he4heexecuted the same i hei authorized capacity(ies), and that b el ignature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the Instrument. WITNESS my hand and official seal. Signature eal: •� MARY ALVAREZ COMM. #1487688 A P # NOTARY PUBLIC-CALI""' COUNTY OF BUTTE Comm. Expires May 4, 2008 CEI/C RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: Mark Kesterson and Deborah Kesterson 217 FAGI8 NEST DR C8I01), CA. 95925 X004-00Es0476 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 01—Oct-2004 REC FEE . 16.00 TAX 220.00 Barbara Page 1 of 4 Space Above This Line for Recorder's Use only A.P.N.: 011-680-027-0 File No.: 0401-1628373 (TB) The Undersigned Grantor(s) Dedare(s): DOCUMENTARY TRANSFER TAX $220.00; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ C g computed on the consideration or full value of property conveyed, OR computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, X unincorporated area; [ ) City of Chico, and CORPORATION GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Horton Enterprises Inc., a California Corporation organized under the laws of the State of California hereby GRANTS to Mark Kesterson and Deborah Kesterson, husband and wife as joint tenants the following described property in the Ofl5/bf/Q,Jfr 4b, County of Butte, State of California: PARCEL I: UNINOORPORATED AWA OF TEE LOT 22, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 14, 2000, IN BOOK 150 OF MAPS, AT PAGE(S) 7, 8, AND 9. CERTIFICATE OF CORRECTION, RECORDED JULY 31, 2001, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2001-33805. PARCEL II: A 6 FOOT FENCE EASEMENT OVER LOTS 10 AND 11, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDMSION, PHASE I", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 13, 1992, IN BOOK 126 OF MAPS, AT PAGE(S) 60, 61, 62, 63, 64 AND 65. PARCEL III: Mail Tax Statements To: SAME AS ABOVE . _ 7% A.P.N.: Oii-680-027-0 Grant Deed - continued File No.:0401-1628373 (TB) Date: 09/28/2004 THOSE CERTAIN STORM DRAIN EASEMENTS OVER LOTS 12, 13, 14 AND 15, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE I", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 13, 1992, IN BOOK 126 OF MAPS, AT PAGE(S) 60, 61, 62, 63, 64 AND 65. PARCEL IV: A MAIL BOX AREA EASEMENT OVER LOT 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE I",WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 13, 1992, IN BOOK 126 OF MAPS, AT PAGE(S) 60, 61, 62, 63, 64 AND 65. PARCEL V: NON-EXCLUSIVE EASEMENTS FOR INGRESS, EGRESS, SUPPORT, STORM DRAINAGE, WATER SYSTEM AND SEWERAGE SYSTEM OVER COMMON AREA LOTS A AND A-1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE I", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 13, 1992, IN BOOK 126 OF MAPS, AT PAGE(S) 60, 61, 62, 63, 64 AND 65. PARCEL VI: A NON-EXCLUSIVE EASEMENT FOR THE INSTALLATION, REPAIR, MAINTENANCE, MONITORING AND REPLACEMENT OF SANITARY SEWER FACILiRES AND APPURTENANCES IN, OVER, ACROSS, THROUGH AND ON, INCLUDING THE RIGHT OF ACCESS TO FACILITATE ALL OF THE ABOVE, OVER THE FOLLOWING DESCRIBED REAL PROPERTY: COMMENCING AT THE NORTHEAST CORNER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 2 EAST, M.D.S. & M., AS SHOWN ON THAT CERTAIN MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 14,1976, IN BOOK 56 OF MAPS, AT PAGE(S) 64; THENCE SOUTH 00 DEG. 40'55 n EAST, 701.41 FEET ALONG THE EASTERLY LINE OF SAID SECTION 3 TO THE NORTHERLY LINE OF THAT CERTAIN REAL PROPERTY DESCRIBED IN BOOK 1502, PAGE 189, OFFICIAL RECORDS, AS SHOWN ON SAID MAP; THENCE LEAVING SAID SECTION LINE, NORTH 57 DEG. 14'00" WEST, 439.19 FEET ALONG SAID NORTHERLY LINE; THENCE CONTINUING ALONG SAID NORTHERLY LINE SOUTH 62 DEG. 36'00" WEST, 670.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED PROPERTY; THENCE LEAVING SAID POINT OF BEGINNING AND SAID NORTHERLY LINE SOUTH 64 DEG. 37' 21" WEST, 20.14 FEET; THENCE NORTH 25 DEG. 00'00" WEST, 1.45 FEET; THENCE SOUTH 68 DEG. 45' 11" WEST, 405.72 FEET; THENCE NORTH 25 DEG. 00' 00" WEST, 332.49 FEET, THENCE NORTH 01 DEG. 18' 00' - WEST, 228.89 FEET; THENCE SOUTH 54 DEG. 43' 18" EAST, 50.00 FEET; THENCE SOUTH 74 DEG. 02'40- EAST, 280.00 FEET; THENCE SOUTH 40 DEG. 45' 00" EAST, 356.39 FEET TO THE POINT OF BEGINNING. PARCEL VII: A NON-EXCLUSIVE EASEMENT 30 FEET IN WIDTH FOR INGRESS AND EGRESS OVER THE FOLLOWING DESCRIBED REAL PROPERTY: Page 2 of 4 A.P.N.: 011-680-027-0 Grant Deed - continued File No.:0401-1628373 (TB) Date: 09/28/2004 COMMENCING AT THE NORTHEAST CORNER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 2 EAST, M.D.B. & M., AS SHOWN ON THAT CERTAIN MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 14, 1976, IN BOOK 56 OF MAPS, AT PAGE(S) 64; THENCE SOUTH 00 DEG. 40' 55" EAST, 701.41 FEET ALONG THE EASTERLY LINE OF SAID SECTION 3 TO THE NORTHERLY LINE OF THAT CERTAIN REAL PROPERTY DESCRIBED IN BOOK 1502, PAGE 189, OFFICIAL RECORDS, AS SHOWN ON SAID MAP; THENCE LEAVING SAID SECTION LINE, NORTH 57 DEG. 14' 00" WEST, 439.19 FEET ALONG SAID NORTHERLY LINE; THENCE CONTINUING ALONG SAID NORTHERLY LINE SOUTH 62 DEG. 36'00" WEST, 670.00 FEET; THENCE LEAVING SAID NORTHERLY LINE NORTH 40 DEG. 45'00" WEST, 356.39 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED PROPERTY; THENCE LEAVING SAID POINT OF BEGINNING AND CONTINUING NORTH 40 DEG. 45' 00" WEST, 54.65 FEET, THENCE NORTH 74 DEG. 02' 40" WEST, 247.07 FEET; THENCE NORTH 54 DEG. 43' 18" WEST, 45.92 FEET; THENCE SOUTH 88 DEG. 42'00" WEST, 454.99 FEET, THENCE SOUTH 08 DEG. 40'00" WEST, 30.46 FEET; THENCE NORTH 88 DEG. 42'00- EAST, 460.27 FEET; THENCE SOUTH 54 DEG. 43'18" EAST, 50.00 FEET; THENCE SOUTH 74 DEG. 02'40'* EAST, 280.00 FEET TO THE POINT OF BEGINNING. PARCEL VIII: THE RIGHT OF ACCESS TO FACILITATE THE INSTALLATION, USE, REPAIR, MAINTENANCE AND REPLACEMENT OF SANITARY PIPELINES OVER THE FOLLOWING DESCRIBED PROPERTY: A STRIP OF REAL PROPERTY FIFTEEN (15) FEET IN WIDTH, LYING TEN (10) FEET ON THE NORTHEASTERLY SIDE AND FIVE (5) FEET ON THE SOUTHWESTERLY SIDE OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE NORTHEAST CORNER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 2 EAST, M.D.B. & M., AS SHOWN ON THAT CERTAIN MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 14, 1976, IN BOOK 56 OF MAPS, AT PAGE(S) 64; THENCE SOUTH 00 DEG. 40' 55" EAST, 829.98 FEET ALONG THE EASTERLY LINE OF SAID SECTION 3 TO THE SOUTHERLY LINE OF THAT CERTAIN REAL PROPERTY DESCRIBED IN BOOK 1502, PAGE 189, OFFICIAL RECORDS, AS SHOWN ON SAID MAP; THENCE LEAVING SAID SECTION LINE, SOUTH 62 DEG. 35' 16" WEST, 622.00 FEET ALONG SAID SOUTHERLY LINE TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED LINE; THENCE LEAVING SAID LINE, NORTH 66 DEG. 44'39" WEST, 52.39 FEET; THENCE NORTH 45 DEG. 34'36" WEST, 48.87 FEET; THENCE NORTH 48 DEG. 40' 56" WEST, 58.92 FEET; THENCE NORTH 48 DEG. 13'31" WEST, 31.10 FEET, THENCE NORTH 50 DEG. 34' 20" WEST, 21.62 FEET; THENCE NORTH 46 DEG. 45'22- WEST, 31.41 FEET; THENCE NORTH 51 DEG. 39' 25" WEST, 67.04 FEET; THENCE NORTH 51 DEG. 10' 20" WEST,. 120.63 FEET; THENCE NORTH 49 DEG. 42'38- WEST, 112.83 FEET TO THE SOUTHERLY BOUNDARY LINE OF THAT CERTAIN REAL PROPERTY DEEDED TO THE COUNTY OF BUTTE MARCH 26,1975, IN BOOK 1976, PAGE 114, OFFICIAL RECORDS, AND THE TERMINATION OF THE HEREIN DESCRIBED LINE. THE SIDELINES OF THE HEREIN DESCRIBED EASEMENT ARE TO BE EXTENDED OR FORESHORTENED SO AS TO INTERSECT THE SOUTHERLY LINE OF SAID PROPERTY DESCRIBED IN BOOK 1502, PAGE 189, OFFICIAL RECORDS AND THE SAID SOUTHERLY LINE OF THE PROPERTY DESCRIBED IN BOOK 1976, PAGE 114, OFFICIAL RECORDS. Page 3of4 REVISIONS BY Si ff DESIGN 8, DRAFTING BY JA C aM STOCKDRAFTING FORM NO. 101-58 RC OWN"DRAWN CHECKED DATE SCALE JOB P40. SHEET pu CJ H F --'F4 T S ply DESIGN 8, DRAFTING BY JA C L E E SUITE 15 676 E FIRST AVE CHICO CA 95926 M PHONE & FAX (530) 892-1937 aM STOCKDRAFTING FORM NO. 101-58 RC OWN"DRAWN CHECKED DATE SCALE JOB P40. SHEET pu CJ H F --'F4 T S ply