Loading...
HomeMy WebLinkAbout069-580-028NOTES 1 Y j Address fl RESIDENTIAL 069-580-028 01-0776 ORSILLO, STEVE .NHERCULES OROVILLE T: T: OWNER NEW SF SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER yam!-"�^= ! � OFFICE COPY I ELECTRIC Meter By Date / t 1 JOB FINALED (Date) Z cJ Signature V = OK 0 = Not OK - = Not Applicable * = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Data Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche 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-Rttrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure -Stability 3. Pool Structure; Steel -Connections -Thickness Dead -Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date Xderfloor (Plans) OK except #'s LJ,Zon -Setbacks-Easements-Flood• ope ' Main; Soils-Ele . G n Ftg. Depth tg., Garage; Soils-Steel-Ele . Grnd.•/ L Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ !' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped (Single & Duplex) Date ELECTRICAL (Permit) OK except #'s xture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle /9 / ga4 AI -Oven Circ. / / ga Cu or At Insulated Neutral ) O No &-. Service -Riser Conductors & Ground Main Disconnect V-*fq-uip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light moke Detector Date 6a. Hold Downs and Special Anchors Date Slab, Steel -Wrapped 8. Piers -F' eplace Ftg.-Steel Date W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 7 15. Access & Ventilation L73-10-. 16. Insulation Date Card B-1 Date Card B-1 Date 0 6 Date Q Card B•1 Date Card B-1 Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except 11's Water Htr.; Vent -Access -Combustion Air Baffle Ware, Pipe; Test & Anchor -Nail Protection /79 tS-Er.VV.V.; Test Fittings & Anchor -Nail Protection 4&-- Shower Pan; Test, First Floor -Tub Access Pn•Post Caps est Tub & Shower, Second Floor -Tub Access E�Bents & Crawl Hole Door Drainage & Wood -Earth El ipe; Sixe & Anchors Clearance Looked under Floor ❑ Y 82. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s xture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle /9 / ga4 AI -Oven Circ. / / ga Cu or At Insulated Neutral ) O No &-. Service -Riser Conductors & Ground Main Disconnect V-*fq-uip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s C. Ducts Insulation & Support Vent Fan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade 8. -Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 9. Attic Access & Platform if Furnace in Attic 7 replace or Stove, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Exty L73-10-. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B -t DateRAMING (Perp') OK exc t #'s r M ills Prop aterialsA or Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing *'43. DLpft Stop in Walls (rat proof) Fire ops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date FRAMING (Continued) U-151-96rs- Caps -Anchors -Connectors lin oist-Rftr. Ties- Purlin-Roll Brac. mg.-Rfng. L&I<replace Ties or Type A Flue -Fireplace Throat Clearance Atti.Access ; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions J Garage Fire Protection Framing Property Line Firewall & Openings kro`Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic She r Walls; Nailing -Bolts n r Wall P els 61. Insulati -Wa - eilings 62. Infiltration -Walls -Windows Date n Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext_.- & Sidelight Protection- Landings Ext. Steps moke Detector urnace Vents -clearance -Comb. Air -Connector - In G age; Above Floor-Ducts-Mech. Protection oom Exiting G.F. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels 7 replace or Stove, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Exty L73-10-. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 3. c. Outlets & Receptacles at Kit. Counter )4c-amge Fire Door; Swing- Land ing-Closure �uct in Garage -Damper 7 r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location c. Receptacles in Garage (F.F.I.)-Romex Protection /79 ulation-Foam-Looked in Attic X80. Pn•Post Caps 181. E�Bents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Y 82. Fo!tpwing Instld./Drive J Yes alks J Yes J No/Planters yYes�M6 . Stucco Brown -Finish Cwt nit Disconnect, Electrical -Plumbing 0&-17ents Above Roof, Plbg-Appliance-Fireplace•Clearance to Openings c , Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation hroughout House 8 ass Protection .90-CerseeNerr -tronrPrevious Inspections Gas Tes -Meters Tagged, Gas -Electric �9& Sewer Connected -C/O to Grade -HD Approval Ener mpliance Certificate -Other Certificates 4-4 Address Posted Date Card B-1Date Card B-1 Date 7 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ... - .-.-• _ �.P,w�_--+....w.e-.T.n�.......-.�,..,yrr-'w,x-ps+�!s+•+ �n.��- �a.�- n�-w.-- -++.r ^•.- - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND -PERMIT f /-6 717/,, - ASSESSOR PARCEL NUMBER 069-580-026 ZONING - BUILDING PERMIT OWNER ORSILLO. STEVE TELEPHONE 539-4202 SO. FT. OCC. BUILDING VALUATION �y y 7 S V - UV OWNERS MAILING ADDRESS 29 RIDGEVIS4 I.N. OROMME. C.A. 95966 838 U 15,084.W CONTRACTORS NAME /lE.•9ALT1'). TELEPHONE 42 L+^ ^ 50 C •1 ' OC�• q[l !. 85 Jul CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace 19500.00 • LENDER'S MAILING ADDRESS Total Valuation $ 1149124.:A) ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 692.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 4 BUILDING ADDRESS Hmaim ORINUU, CA Energy Plan Checking Fee $ 23.uuo PERMIT FEE $ 1„185.00 L042SUBDIVISIONS �� NAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF 15 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 9 7-0063.00 Solar or heat pump water heater 23.00 Water piping 1 15.00 5. , Each gas water heater or vent 1 15.00 15.01131 ' TYPE OF WORK New Z Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MU SF WITH PORCH Gas piping system 1 - 5 outlets 1 15.00 15.00 Building sewer 1 15.00 15.00� Mobile Home I S I G I W Ca20.00 • PERMIT FEE S 143.00 , •.ELECTRICAL PERMIT Fling Fee 20.00 OOv OR Main Service 2oO0A OR LEBLESS r 2JS 23.00 Iy.04 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. 'J`^, /� License Class Lic. No. `5-� :4 4✓ 3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do'the work, and the structure is not intended or offered for sale. ❑ I, as owner of theaproperty, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this, reason .1 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' Compensation, as provided for by section 3700 of the Labor Code, for the / performance of the work for which this permit is issued. O 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 7-7-1 � /1) r� _N Policy Number *f'- 111-TIlel) (,a TI/ Z.... (The above sections need not be completed if the permit Is for work of a valuation.. of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X t� Date "` 1 U Signature of Applicant - ❑ Owner ❑ Contractor p Agent An OSHA permit is required for excavations over 5'0" deep and demolition or constructionf of structures over 3 stories in height. A-7 /By Main Service 200A TO 1000A 46.00 a► �1� NEW CONST. DWE711NG OCCUP. SO n �j OR ADDNS. ( 6 ACC. BLDS. 3.50F, 91.35 �µR61DT MULTI -14 OUTLET j17.50 RQUITS l=• POWER APPARATUS 8 SINGLE OUTLET CIA. 200'•00 Ex. Occu CUTLET OR FIXTURES BAL o .w Ex. Occup. D TiE°TS as OOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 134.35 MECHANICAL PERMIT Fling Fee 20.00 Heating'1 15.00 15.00 Cooling O s 1 .CiO 1.5.00 Hood 1 6.50 6.50 Ventilation 1 4.50 4.50 PERMIT FEt $ bl-W Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R 3 CONST. TYPE VN TOTAL FEE $ 19569.35 ' ,¢ J IMP x FLQoO A cOF PAgc 7i D ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. /VO �% �1`#U�iF✓✓3$'ry % Date/',l PERMIT EXPIRES ON / /l '{(J.2 ` K ata ReceiptNo.3152'17/585.15 I 1 �5' 51 � -'S,/_ 4P 4 x - WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT LOERKE INSULATION CO., INC. ULATION CERTIFICATE Lot 92, Hercules . Oroville Number and StreetCity County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1 ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) 13" M Thermal, Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 Ib. Minimum Thickness 16.25" inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5"16.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) . 6.5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R13/R19 Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficient Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 ��e� LOERKE INSULATION CO., INC. Item #s Signature, Datensta ing ubcontractor Co. ame Or General Contractor (Co. Name) Or Owner Item Signature, Date Item #s Signature, Date nstal inSubcontractor(Co. Name)Or General Contractor (Co.Name) Or Owner Installing Su contractor Co. Name) Or General Contractor (Co. ame) Or Owner APAX. RAM =,VV40 Certificate of Conformance Certificate 054065 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. W o 00 ..2i :—+go imp : Z SEAL- 3 - -0 • COO., � by Thomas G. Williamson Executive Vice President EN'Gty=ER=O v/000 SYSrE,%1S is a related corporation of APA — rH_ ENGINEEREO WOOD ASSOCIAr/ON 7011 South 191.h Sreat • P.O. Box 11700 • Tacoma. WA 98411.0700 Telephone: (253) 563.6500 • Fax Number:•(253) 565-7265 R COUNTY OF BUTTE BUILDING DIVISION ` DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. ` A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 2 Inspector 1 14�- - REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 I v. 7 County Center'Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is ' completed. If you.have any questions pertaining to this matter, or need additional explanation, please CoAtac this office immediately. 1 Date 4/a //44-/ . Inspector REV 10/92' F y; 7' Date 4/a //44-/ . Inspector REV 10/92' r; COUNTY OF BUTTE BUILDING DIVISION -DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive Oroville, CA • (530) 538-7541 CORRECTION NOTICE 0 / 7 7 `i OWNER ' PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the - above address and should be corrected. Please notice this office when correction of work is ., completed. If you have any questions pertaining to this matter, or need additional explanation, 'r- please contact this office immediately. M kms.. v �CL— .rte ef r V3 <y Sp KtL . 'N Y +'r a` 1 . - F`��ti • *" Date Inspector REV 10/92 s � „'... ter..''..-+-'*-�.^ w•-•.��r+�"."`.r.-..'�--r-•--..^--^-�---•�-�" -,,� � ..�.-..��'+...-�. , . � ..._ v.- ti -...+-+r.- r-�'�...-+ •., �r�•,�-..-,.�-.� -- __ .4��- i�, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUI ING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (53 538-7541 P RMIT N0. (Rev. 12/96) APPLICATIONANDPERMIT l` 7171<9 ASSESSOR PARCEL NUMBER 069-580-028 ZONING BUILDING PERMIT OWNER ORSILLO STEVE TELEPHONE - SO. FT. OCC. BUILDING VALUATION R 7 . OWNERS MAILING ADDRESS _--1-7-72- 29 RIDGEVIEW LN. U 15 084.00 CONTRACTOR'S NAME OWNER TELEPHONE 1,852.50 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace y LENDER'S MAILING ADDRESS Total Valuation $ 1 41124.50 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 692.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 450.00 BUILDING ADDRESS HERCULES 0 Energy Plan Checking Fee 23.00 $ $ PERMIT FEE $ 1 185.00 LOT 2 SUBDN610N5NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF J0 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap q 7.00 .00 Solar or heat pump water heater 23.00 Water piping 1 15.0 5.00 Each gas water heater or vent 1 15.00 15.00 TYPE OF WORK New )7 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF WITH PORCH Gas piping system 1 - 5 outlets 1 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT Filing Fee 20.00 eoov GR LEss Main Service 2o.A OR LESS 23.00 23.0 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,µq�ID and my license is i 1 force and effect. r, / D License Class LIC. NO. J L¢ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I,] I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My worker mpensation insurance carrier and policy number are: Carrier %L %2S Main Service sooA To L000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACO. S. SO 3.50FT. 91.35 MULTI.OL,FT @7,50 PSO APPARATUS a SINGLE OLmEr CIR. Ex. Occup. oLmET OR FIXTURES 20 L @ +'oo SAL p .SO Ex. Occup. oLmFrs R� D,oR1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 134.35 MECHANICAL PERMIT Fling Fee 20.00 Heating 1 1 15.00 15.00 Cooling 1 15.00 15.00 Hood 1 6.50 6.50 Ventilation 1 4.50 4.50 PERMIT FEt S 61.00 Policy Number D O tips- f Z (The above sections need not be completed it the permit Is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that 0 I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith compI with those provisions. X D to - i - I Signature of Applicant- ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in heig . Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R 3 CONST. TYPE VN TOTAL FEE $ 11569.35 X D IMP T XD coP PAg�EL. 1C X H xs This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON ( the applicable provisions Resolutions to do work paid/.) been paid. Date �2 e ReceiptNo.315217 585.15 L L WHITE-D.D.S.-B.D. CANARY -ASS S OR INK -INS ECTOR OLDENROD-APPLICANT e.55 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES' BUILDING DIVISION • 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/66) APPLICATHIIN ANn 0=0RA11'r �/- /7r) If/ ASSESSORPARCQ Me =o�Na �Z- 9 BUILDING PERMIT r OWNER ... .. TELEPN a SO. O BUILDING V L TION OWNERS RESS IIJJ t - 7 % Mth ARCHITECT OR ENGINEER Total Valuatlon E LICENSE NO. Filing Fee 5n $ ARCHITECT OR ENGWEER S MAILING ADDRESS Permit Fee SUILDINGADDRESS Plan Checkin Fee •Q•� $ !LA— � Energy Plan Checking Fee $ TjP PERMIT FEES IATNO. SUSONISpNSNAME ARCEL MAP PLUMBING PERMIT USEOFSTRUCTURE Each Trap Solar or heat pump water heater SF N� Duplex ❑ Mobilehome ❑ Other Water piping SPECIFY TYPE OF WORK Each gas water heater or vent Gas piping system 1 - 5 oetsutl New k Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Buildingsewer Describe Work: Mobile Home S G W A PERMIT FEE $ I *PERMIT FEE PAID_ZW.- J -/_ SRA - SHERIFF OTHER •;1 / AMOVNT RECEIVED q"J - *RECEIPT NUMBER J �� * TO BE PVT INTO COMPVTER ELECTRICAL PERMIT Main Service ( eoovoRLEss —_ 200A OR LESS Main Service 200A TO I000A NEW CONST. DWELLING OCCUP. MAS. 8 ACC. ELDS. O T. NON-RESID. MULTI -OUTLET POWER APPARATUS 8 SINGLE OUTLET CIF. Ex. Occup. OUTLET OR FpRURES ' Ex. Occup. FD D APPLNB. OR OUTLETS ESID.) EA I Temporary Service Mobile Home Facilities Misc. Wiring PERMIT FEE MECHANICAL IPERMIT Heating Cooling 20.00 1 riling ree 20.00 7.00 CONTRACTORS MAIUNO ADDRESS D CONSTRUCTION LENDER J^ LENDER'S MNUNO ADDRESS ARCHITECT OR ENGINEER Total Valuatlon E LICENSE NO. Filing Fee 5n $ ARCHITECT OR ENGWEER S MAILING ADDRESS Permit Fee SUILDINGADDRESS Plan Checkin Fee •Q•� $ !LA— � Energy Plan Checking Fee $ TjP PERMIT FEES IATNO. SUSONISpNSNAME ARCEL MAP PLUMBING PERMIT USEOFSTRUCTURE Each Trap Solar or heat pump water heater SF N� Duplex ❑ Mobilehome ❑ Other Water piping SPECIFY TYPE OF WORK Each gas water heater or vent Gas piping system 1 - 5 oetsutl New k Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Buildingsewer Describe Work: Mobile Home S G W A PERMIT FEE $ I *PERMIT FEE PAID_ZW.- J -/_ SRA - SHERIFF OTHER •;1 / AMOVNT RECEIVED q"J - *RECEIPT NUMBER J �� * TO BE PVT INTO COMPVTER ELECTRICAL PERMIT Main Service ( eoovoRLEss —_ 200A OR LESS Main Service 200A TO I000A NEW CONST. DWELLING OCCUP. MAS. 8 ACC. ELDS. O T. NON-RESID. MULTI -OUTLET POWER APPARATUS 8 SINGLE OUTLET CIF. Ex. Occup. OUTLET OR FpRURES ' Ex. Occup. FD D APPLNB. OR OUTLETS ESID.) EA I Temporary Service Mobile Home Facilities Misc. Wiring PERMIT FEE MECHANICAL IPERMIT Heating Cooling 20.00 1 riling ree 20.00 7.00 23.00 15.00 (s 15.00 I �� 15.00 I S 15.00 (C� (To- Tq�5f Fling Fee 20.00 23.00 46.00 3.5QF°: @7.50 5.00 23.00 20.00 Fling Fee 20.00 6.50 t, PERMIT FEE $ 01 -� Mobile Home Installation Fee $ Energy Inspection Ge/_5 / Co TfTr TOTAL FEE NAZ. D. FEES IMP RL.00D CDf P EL NO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: Owit 11 ASSESSOR PARCEL NUMBER: aeq,596-OA Proposed Building Use: A 15 R Building Inspector: Date: a t�l - n j At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ . All items have been submitted.------------------------------------------------------------------------------------- Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3� .Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ti: Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ nergy Design Compliance and supporting documentation. ---------------------------------------------------- 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El 8. Hazardous Material Form. Fees of $ ----------------------------------------------------------- including Tie Down Specifications .-----------------= Impact fees as shown on the attached schedule. ---------------------,----_-- ------ ---- ---------------------------- California Department of Forestry plan approval/fees. i�f!=K------------------------ FI elevation certificate. ------- Sanitation and plot plan approval City of Chico plumbing permit. - q 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 17. Planning approval for (A) Use: C) is (B) Parking: -• El18. Contact Land Development about ❑ Improvements, ❑ Drainage--5qegal Parcel. �..❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- iY Pre -inspection for �r required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. -7 ------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 4, Letter of signature authorization. ------------------------------ ecorded copy of Agricultural Acknowledgment Statement. 2 Letter of intent on building use. -------------------------------- ❑27. Manufactured Home utility clearance. ----- ❑28. Existing violations and/or expired permits. 9. ❑433 A, 30. Other: ❑&h-qck;o H.C.D $ l�iilfal .. L4-1 01 C� (Date) Ten you issue �p�pyO�e s as follows ❑ Mail to owner, o c r. elephone UU and hold for ickup at office. ❑Deliver with inspector. c Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O er:- By. 1. Index permit application for the above items numbered: ❑Plan Check List 2. Additional i equired: Contracto*esigmrier, owner, was advised of the above required data by hone, ❑ m 1, ❑ Buildin Division unter, by Date:Contracto owner, was advised of the above required data by ❑ phone, ❑ mail,�Building Division counter,by f ^•Date: S o/ Contracto, owner, was advised of the above required data by ❑ phone, ❑ marl, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Biiildin Divi y' ri punter, by Date: Plans reviewed by: Date: Plans approved' O� �)" 1T Date: a �� Sets of plans on hold. -in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: 13 Date: t ` COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OWNER PROPOSVD BUILDING USE S HtDDYLE OF FEES DUE avu'� 6 A.P.#0114-- rl %�J�� DATE '01ef RECEIPT # 41& UILDING PERMIT FEES % , / �v I --Balance Due ........................................................ $ r --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ DATE REC. --Revised Plan Checking Fee :................................ $ 2. SCHOOL DISTRICT FEES i / U (paid at District Office)�U� l _vn SHERIFF FEES (paid at Building Division) Residential ....:...............................' x $360.00 ' Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ -x-=$ # Units Amt. Commercial (Sq. ft.) ........:.... x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. E INSPECTION AND PLAN CHECK $89.00((aid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) . 10. OTHER _�/fl / ki 0A At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE -� overnment Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) r '�`� -y • . -,++r :'7.Zr. Tnw...�BiyF.i'�-`fes ,�.,�•, �('C�'i "��"�1,��:+iii��tYS. ^;i, � _�: r„ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM I l (One form per Building) School District rG ({ t %`ei°iiia( Building Department No. A.P. Number �6 9 �� &2��Jurisdiction: ® City EE!Iocounty Property Owner t Property Location/A( Subdivision i �S ��/%,5 Lot No. 7 w Residential Development Sq. Footage 17 r7 1�, No of Living Mobile Home Addition/ `Supplemental to (Group R) ' Units Installation Conversion Permit # i �. ., € z. `(No foundation inspection): Commercial/industrial r- J %= New • Addition Building Department Representative lrioor rians reviewea ov acnooi uisinct rersonnerl Sq. Footage (Including Exterior Roofed Areas) .Date. x District Identification No. School District certifies that j<0 (Applicant) (Street Address) (Phone Number) has complied with the requirements of Resolution No. representing square feet. r --Ka School District Paid by Check # / Remarks: (State) (Zip Code) 99_Q ,Q by payment of '$ AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is 4 notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm PERMIT NO.: 53-01 Lake Oroville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: July 23, 2001 Applicant: STEVEN ORSILLO 29 Ridgeview Lane, Oroville, CA 95966 ,Applicant Address: Applicant Phone No.: 589-4202 Property Locations(s). 86 Hercules Avenue, Oroville, CA 95966 Lakeridge Village Lot 92 A. P. No.(s): 069-580-028 Fees due: All fees paid. Application for service approved: PUBLIC Inspection(s) made and successful test(s) observed: Location: By: Lake Oroville Area Public Utility District release to close permit: Date: By: .r, ritcrri DISTRICT Date: 0 ao co B2 I� _I 12-0 BLUSAR MANUFACTURING 3721 FEATHER RIVER BLVD MARYSVILLE,CA 95901 530 741 4920 JF v ORSILLO CONST M a LOT 92 HERCULES C6 OROVILLE n 6/12 ROOF,2-0-0 OH 3/12 @SLOPED CLG 10-0 I` 14-0 36-0 QJN1 PAS v QQaQaQ QQQQQQQQQQQ aQQaQ N Q Z1 fAfic FA 0 N U D 11 11 IN =F..] :Lzz2zzzl LLLLL Zjj 61��Jl D7 B2 I� _I 12-0 BLUSAR MANUFACTURING 3721 FEATHER RIVER BLVD MARYSVILLE,CA 95901 530 741 4920 JF v ORSILLO CONST M a LOT 92 HERCULES C6 OROVILLE n 6/12 ROOF,2-0-0 OH 3/12 @SLOPED CLG 10-0 I` 14-0 36-0 QJN1 PAS v I TYPICAL PLATE : 1.5-3 30 31 32 33 34 35 36 37 38 394041 42. 4344 . 456 47. 484950 51 52� 53 .54 55 -56 57 2.80 �, 4.40 �. 440 �, 4-40 �, 3.5-4 �, 3-1412 4-40 �, 440 �. 4.40 2-8-0 68-0 148-0 14-8.0 18.1-4 22-40 2640 3440 34-40 �+ OVER�f Cot Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates"and false 4/23/2001 Scale: 1/8" = 11 ® TBF: 160.0,0 63 f OR92BERC WARNING Read all notes on this sheet and give a copy of it. to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk r 71 _1 r Name: in accordance with the current versions of TPI and AFPA design standards. No'responsibility is assumed for dimensional accuracy. Dimensions are to be �eLFA• R MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer most ascertain that the loads utilized on this Dagnr: JF #LC = d+YO BLU SA design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is Laterally TC Live 16.0 psf DurFacs L=1.25 P=1.25 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced. by a rigid sheathing material directly attached, unless otherwise noted. Bracingshown is for lateral support of components members only to reduce buckling length. This component shall not be laced in an environment that TC Dead 7.0 psf Re Sod 1.00 PP P Y mg ng P P Y will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss m BC Live .0 psf O. C..Spaeing 2- 0- 0 TRUSWAL SYSTEMSaccordvnce with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' -Wood Truss Council of America Standard Design f' aaa5 Northpark Dc. Colo Springs, CO 80907 BC Dead 7.0 psf Design Spec UBC -97 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: L/240 TC: W240 Tp5.0 Version T6.2.3 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 30.0 psf Truss ID: Al Qty: 1 Drw 1 1 1 31 57-001 job Name: ORSILLO * : s��ac AMI/'M - 1995 This truss is designed using the BC 2x4 DFL #1 & Btr. TI IS THE QS'IPOSPIE RE= OF MGLTIF E ICAD CASES. IW -97 0x3e. Bldg Enclosed = Yes, Er -,d Zone = No GEL BIR 2x4 DFL SIS HAM VALLE5 PER I®0 1 I Ra= #1607. EEARII�r, F TIF IIS shwas are Lased QTLY Hwmr--m/0cean Line = No y = C th 50. 00ft, - 1 2 = Joint Locations 0- 0- 0 31 2- 8- 0 2- 8- 0 32 4- 0- 0 Lceded for 10 FSF rrn-eanuzeht BQI. AAT ' CN �� IIr»12 on the truss material at each beanxrj. 1 >t bring is quit (by �B) to rctaticrt/tcrp See HM -91 and Bldg 80.00ft, Bld11, = Mean �koi� = 24.92ft, MFH = 80 rlassif>_caticn = 4, Dead Load = 14.0 psf 3 4 4- 0- 0 5- 4- 0 5- 4- 33 34 5- 4- 0 5- 8- 0 pre4ent AMI/TPI 1-1995; 10.3.4.5 aryl 10.3.4.6. <It is assumed that one face of this truss ----------LOAD CASE #1 MI(V L� ---------------- Dir L.Plf L.Lee R.Plf R.Loc LL/`IL 5 5 0 35 8- 0- 0 < is sheathr�l with ply-cod,CSB, wood bcard TC Vert 69.0 0- 0- 0 89.0 3- 0- 0 .64 8- 0- 0 35 9- 4- 0 < ei or siding. If not, TC Vert 46.0 3- 0- 0 46.0 38- 0- 0 .70 7 9- 4- 0 37 10- 8- 0 < addict -al loads must be mssideeed on BC Vert '14.0 0- 0- 0 14.0 38- 0- 0 .00 8 9 10- 8- 0 12- 0- 0 38 39 12- 0- 0 13- 4- 0 < rnrarltinaous bearusJ on. -quare Zt 1M. �' blacks. 10 13- 4- 0 40 14- 0- 0 MaY use ac gable lateral bracug See 11 14- 8- 0 0- 0 41 42 14- 8- 0 16- 0- 0 e studst�ay. TYur�,.als gable bracii73 d3ai1(s) . dx ds have 12 13 16- 17- 4- 0 4- 43 17- 4- 0 4- Lateral 1 in line with the rot bean onwidered unless noted othrm.•vnse 14 18- 4 44 18- 4 7hhese loads and thm �tntecone are the 1 5 19- 0- 0 45 20- 8- 0 respa'tslkulity of the building designer. 15 20- 8- 0 45 19-10-12 17 19-10-12 47 22- 0- 0 18 22- 0- 0 48 23- 4- 0 19 23- 4- 0 49 24- 0- 0 20 24- 8- 0 50 24- 8- 0 21 22 26- 0- 0 27- 4- 0 51 52 26- 0- 0 27- 4- 0 2.8-0 4-1-0 �, 3-I1-0 �, 40 3-5-4 3-1412 4-40 4-40 �, 4-40 �, .4 --� -� 4.4� 23 28- 8- 0 53 28- 8- 0 2.8-0 69-0 148-0 14-8-0 18-14 22-40 2640 3440 34-40 38-40 24 30- 0- 0 54 30- 0- 0 19-0-0 19-0-0 25 26 31- 3- 0 32- 8- 0 55 56 31- 4- 0-t 32- 8- 0 1 2 3 4 S 6 7 8 9 10 11 12 131415 16718 19 20 11 22 23 24 25 26 27 28 29 27 34- 0- 0 57 34- 0- 0 28 35- 4- 0 58 35- 4- 0 r 6 0 29 38- 0- 0 59 38- 0- 0 30 0- 0- 0 3-0' 9-10-3 5-6 5.6 10-9-15 SHIPLU F9 3-10 cc Q G 45982 :0 _ 3.4 0-4-3 _\ \s=3-0 '� �_\5=3-0 . _ 2 0-4-3 * p.. 1 '31/02 - 3co4$ � c A��P STgr CNiLOF TYPICAL PLATE : 1.5-3 30 31 32 33 34 35 36 37 38 394041 42. 4344 . 456 47. 484950 51 52� 53 .54 55 -56 57 2.80 �, 4.40 �. 440 �, 4-40 �, 3.5-4 �, 3-1412 4-40 �, 440 �. 4.40 2-8-0 68-0 148-0 14-8.0 18.1-4 22-40 2640 3440 34-40 �+ OVER�f Cot Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates"and false 4/23/2001 Scale: 1/8" = 11 ® TBF: 160.0,0 63 f OR92BERC WARNING Read all notes on this sheet and give a copy of it. to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk r 71 _1 r Name: in accordance with the current versions of TPI and AFPA design standards. No'responsibility is assumed for dimensional accuracy. Dimensions are to be �eLFA• R MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer most ascertain that the loads utilized on this Dagnr: JF #LC = d+YO BLU SA design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is Laterally TC Live 16.0 psf DurFacs L=1.25 P=1.25 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced. by a rigid sheathing material directly attached, unless otherwise noted. Bracingshown is for lateral support of components members only to reduce buckling length. This component shall not be laced in an environment that TC Dead 7.0 psf Re Sod 1.00 PP P Y mg ng P P Y will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss m BC Live .0 psf O. C..Spaeing 2- 0- 0 TRUSWAL SYSTEMSaccordvnce with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' -Wood Truss Council of America Standard Design f' aaa5 Northpark Dc. Colo Springs, CO 80907 BC Dead 7.0 psf Design Spec UBC -97 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: L/240 TC: W240 Tp5.0 Version T6.2.3 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 30.0 psf job Name: ORSILLO iM' X -LCC REACT SIZE Fd:)2'D 1 1- 1-12 1291 3.50" 1.50" 2 37-10- 4 1110 3.50" 1.50" TC FLEE AXI, END CSI 1-2 -3170 .08 .60 .69 2-3 -3144 .12 .30 .41 3-4 -2420 .09 .22 .30 4-5 -2418 .10 .26 .36 5-6 -3297 .08 .21 .29 6-7 -3748 .24 .30 .54 BC FCRCE AXL HID BI 8-9 2816 .35 .58 .93 9-10 2864 .36 .34 .70 10-11 2871 .36 .12 .48 11-12 2984 .38 .07 .45 12-13 3395 .43 .09 .52 13-14 3389 .43 .16 .58 lm FCE E CSI IEB FCiSE CSI 2-9 122 .04 5-11 -797 .71 2-10 157 .06 5-12 268 .11 3-10 176 .07 6-12 -375 .16 3-11 -687 .61 6-13 72 .02 4-11 1787 .72 MNX EEF1 ` CN (rP-): L/999 IN MEM 11-1122 (LM LF -.39" Ik -.34" 'I`- -.73" ==== Joint Itxatichs gn in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to a verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally - 1 0-0-0 8 0-0-0 2 7- 1-12 9 7- 1-12 3 12- 0- 0 10 12- 0- 0 4 19- 0- 0 11 19- 0- 0 5 26- 0- 0 12 26- 0- 0 6 30-10- 4 13 30-10- 4 7 38- 0- 0 14 38- 0- 0 TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & Btr. I•EB 2)4 DFL SrADIDARD WtIDC£ 2x4 DFL #1 & Btr. yrA,IE VAIM PER IBO REM*zaj FMF3 t' #1607 + + + + + + + + + + + + + + + + + + + + + + Um7estrained hctriz. LL deflertica = .26 in + + + + + + +.+ + + + + + + + + + + + + + + ID: A2 Platirs3 spec : PMI/M - 1995 IHLS LESIIN LS THE mmrwrm RE= OF FIMPLE LOAD CASES. i3FARIIr; Rox RFb'IESiIS eho nz are Eased C LY on the trues material at each bemwV. Lceded for 10 PSF rrn ccno =ent BQI,. Shins bearings (if neeclad) for req. -R-t PL MUZ BBTASSFEDD Qi G;UN LI11M VAUES . 1 D UPLIFT REAcrit II aQcS597# support 2 -381# 7]his =Hiss is designed using tlr LBC -97 Code. Bldg Enclosed = yes, Erld 2ahe = No Rrrric--rr�/Co� Line = No ,lei CM = C Bldg Ia'�t 80.00ft, Bldg Fhdth = 50.00ft, Mean roof height = 24.92ft, MPH = 80 Classificatiah = 4, Dead Load = 14.0 psf 7-1-12 4-10-1p=4 7-0-0 7-0-0 4-104-10 4 7-1-12 7-1-12 12-0-0 19-0-0 26-0-0 30-10-4 38-0-0 19-04)519-0-0 6 7. x6.00 4-4 -76-.070 18-8-8 �,3 PROFESS a R A `". MF3,c No. ,0982 Exp. 12131102 m 8 7-1-12 .9 4-104-10=4 10 7-0-0 11 7-0-0 12 14 44-10-4 13 9-1-12 12-0-0 .19-0-0 26-0-0 30-10-4 Ut �l _ /2001 J ,r) Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or 4 ¢� "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above: TBF: 86.0 47 W R921�C WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. � � O •- This deli is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and dobe Chk: /1==% B L U SAR MFG gn in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to a verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally Dsgthr: JF #LC 13 ORS _" TC Live 16.0 psf DurFacs L=1.25 P=1.25 ® LLC braced by the. roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that in ,Dead 7.0 psf Rep b1br Bnd 1.15 Spacing 2- 0- 0 the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss BC Live .0 psf O.C. TRUSWAL SYSTEMS Springs, CO 80907 will cause accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' -Wood Truss Council of America Standard Design METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 7.0 psf Design Spec UBC -97 4445 Northpark Dr., Colo ' Responsibilities, 'HANDLING INSTALLING AND BRACING SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 30.0 ps f Defl Ratio: 14/240 TC: 14/240 Tp5.0 Version T6.2.3 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. job Name: ORSILLO ER- • X -LDC IiQaCT SIZE REQ'D 1 0- 1-12 1260 3.50" 1.50" 2 37-10- 4 1140 3.50" 1.50" TC FAKE AXI, RD CSI 1-2 -3866 .26 .30 .57 2-3 -3422, .08 .20 .29 3-4 -2546 .11 .26 .37 4-5 -2546 .11 .26 .37 5-6 -3421 .08 .20 .29 6-7 . -3866 .26 .30 .56 BC Ft12C£ AXL RM CSI 8-9 3496 .44 .17 .61 9-10 3503 .44 .10 .54 10-11 3098 .39 .07 .47 11-12 3098 .39 .07 .47 12-13 3503 .44 .10 .54 13-14 3496 .44 .17 .61 111EB FURCE CSI vul FLFtCE 2-9 73 .02 5-11 -792 2-10 -367 .15 5-12 267 3-10 267 .11 6-12 -367 3-11 -792 .70 6-13 73 4-11 1895 .77 WX rFrt• CN (Spam . L/999 IN MEM 10-11 (LIVE) I= -.39" D= -.34" T= -.73" Joint Locations =_ 1 0- 0- 0 8 0- 0- 0 2 7- 1-12 9 7- 1-12 3 12- 0- 0 10 32- 0- 0 4 19-0-0 11 19-0-0 5 26- 0- 0 12 26- 0- 0 6 30-10- 4 13 30-10- 4 7 38- 0- 0 14 38- 0- 0 CSI .70 .11 .15 .02 BC 2x4 DFL #1 & Btr. Pm 2x4 DFL STS RATE VALI)ES PER ICBG 1 -I FEN= #1607 boded for 10 PSF r=-carasrent BC[L. PIA= RASED CN GREEN LU43ER VA= - 9 -10-3 0-4-3 'Truss W: A3 Qty: 1995M gcIS WOW -= FST C' M1MZTWR I= CNCM. EEXZU\.+ IS eho m are based CNLY rn the truss material at each bearirg. ++++++++++++++++++++++ Uumstrained haiz. IL deflectirn = .28 in. + + + + + + + + + + + + + + + + + + + + + + ANNE t T1 IN(5 1 461# strpp=t 2 -391# M,is trtass is dr ignad Using thg LBC -97 axle. Bldg awiceed = Yes, End Zone = No H,uncane/Oman Lim = No ,F Cate9�y = C 80.0oft, Bld3 11th = 50.00ft, Phiroct height = 24.92ft, MPH = 80 Classificatirn = 4, Dead Lad = 14.0 psf 7-1-12 4-10_=4 7-0-0 7-0-0 4-104 74-12 7-1-12 12-0-0 19-0-0 26-0-0 30-10-4 38-0-0 19-04) 1- 1 2 3 4 5 6 7 6.00 5-6 -6 00i 10-9-15 SHIP 0-4-3 �P�v MES 'q�\ f� No 592 M k Exp, 12/31/02 N 11. S OF CADw�N\� 3/14/2001 Scale: 1/811 - 11 WO: OR92HERC "tomer Name: hSILL,O Me L=1.25 P=1.25 r Bad 1.15 O.C.Spacing 2- 0- 0 D.O&Jgn Spec UBC -97 r;Ratio: L/240 TC: L/240 0-8 0 a_� 3.00 -3.0038-0-0 g 9 10 11 12 13 14 7-1-12 4-104-10-4 7-0-0 7-0-0 4-10,47- 26-0-0 30-10-4 35-0' �/ , 7-1-12 12-0-0 19-0-0 z Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or r 06O,��j Circled and false "H"(16 ga.), positioned per Joint Report. plates am frame nlates are positioned as shown above. 84.7 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. : is for individual building component not truss system. It has been based on specifications provided by the component manufacturer and donePDs beverified This design an in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to The building designer must ascertain that the loads utilized on this=BLUSAR MFG by the component manufacturer and/or building designer prior to fabrication. designmeet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterallyCLive16 otherwise noted.TC P11 sbraced ® LLC by the. roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that Dead brace this truss in 7 . 103 f 0 will rause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and BC Live 'ANSIfrPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design ps TRUSWAL SYSTEMS 4445 NorWparl Dr., Colo Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, BC Dead Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' -(HIB-91) and 'HIB -91 Madison, Wisconsin 53719. The American Forest and 7.0 psf SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, is located at 1111 19th Street, NW, Ste 500, Washington, DC 20036. TOTAL 30.0 psf Tp5.0 Version T6.2.3 Paper Association (AFPA) �P�v MES 'q�\ f� No 592 M k Exp, 12/31/02 N 11. S OF CADw�N\� 3/14/2001 Scale: 1/811 - 11 WO: OR92HERC "tomer Name: hSILL,O Me L=1.25 P=1.25 r Bad 1.15 O.C.Spacing 2- 0- 0 D.O&Jgn Spec UBC -97 r;Ratio: L/240 TC: L/240 job Name: ORSILLO Elm X -LOC Rg�= SIZE RD2'D 1 0- 1-12 1260 3.50" 1.50" 2 37-10- 4 1260 3.50" 1.50" TC PCIR E AXL RD CSI 1-2 -3866 .26 .30 .57 2-3 -3421 .08 .20 .29 3-4 -2546 .11 .26 .37 4-5 -2546 .11 .26 .37 5-6 -3421 .08 .20 .29 6-7 -3866 .26 .30 .57 PC Far -E AXL END CSI 8-9 3496 .44 .17 .61 9-10 3503 .44 .10 .54 10-11 3098 .39 .07 .47 11-12 3098 .39 .07 .47 12-13 3503 .44 .10 .54 13-14 3496 .44 .17 .61 WEB FLRCE CSI FIIB FCRCE CSI 2-9 73 .02 5-11 -792 .70 2-10 -367 .15 5-12 267 .11 3-10 267 .11 6-12 -367 .15 3-11 -792 .70 6-13 73 .02 4-11 1895 .77 NPX ED =r CN (OP -1) LV999 IN MFTI 10-11 (LIVE) L -.39" D= -.34" 71- -.73" Joint Laotian =__- 1 0- 0- 0 8 0- 0- 0 2 7- 1-12 9 7- 1-12 3 12-0-0 10 12-0-0 4 19- 0- 0 11 19- 0- 0 5 26- 0- 0 12 26- 0- 0 6 30-10- 4 13 30-10- 4 7 38- 0- 0 14 38- 0- 0 BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Northpark Dr., Colo Springs. CO 50907 TP5.0 Version T6.2.3 BC 2x4 DFL #1 & Btr. 41FB 2x4 DFL S1PlIDARD RATE VAU ES PER I®D R? l #1607. Inaclel for 10 PSF rxn aa»'tent BML- PiA= at= IN GEEK LL14EER VAUES. I 9-10-3 . 0-4-3 7-1-12 7-1-12 russ M: A4 Qq: 6 P]at-irm epec :.AMIAPI - 1995 714IS IFSIGT IS ME Ca`1CSrM FST CF BFARIM RID=MvIENIS shc;.nh are based CCILY on the miss material at each bearing. ++++++++++++++++++++++ U= strained haiz. LL deflection = .28 in. + + + + ... + + + + + + + + + + + + + + + + 11-10-4 7-0-0 12-012-00 19-0-0 26-0-0 38-0-0 19-0-0 19-0-0 1 2 3 4 5 6 7 1 6.00 -6.001 5-6 Drwg: LUUI v/JV70-11U m-UT stg��t l IN(5461# 2 -461# Thisi. t is designed rasing the• UEC -97 0 -de. Bldg Enclosed = Yes, Ehd Zone = No Harrncane/Ooem Line = NcCly = C Bldg 80.00ft, Bldg W -d I h = SO.00ft, mom zmf height = 24.92ft, MM = 80 Classification = 4, Dead Load = 14.0 psf QFO F E SS/ON ``��.� �-• MFS q��F 10-9-15 SHIP m --+ No. 0 59 X 0-4- Exp 12/31/,02 0-� 8 3.00 1 -3.00- 0-1-8 18-8-8 2 3-- CALIFOPN r8 9 10`-� - --11 12 13 14 ,� I 7-07-0-0 12 00 lf 11-10-4 �V� � 7-1-12 __. 19-0-0 26-0-0 38-0-0 7-1-12 fes' 3/14/2001 Truewal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or t Joint Report. Circled plates and false /��� Scale: 3/32" 1' "H"(16 ga.), positioned per frame plates are positioned as shown above. it to the Erecting Contractor. . 4 OR92HERC WARNING Read all notes on this sheet and give a copy of and donejDLsg7nr: Lstomer Name: This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to beF #LC 0 ILLAverified in accordance with imposed by the local building code and the paticular application. The design assumes that the top chord is laterally by the component nnanuracturer mid/or building designer prior to fabrication. The building designer must ascertain that the loads util'¢ed on thisdesign Live 16.0 pa s L=1.25 P=1.25 meet or exceed the loading braced by the , roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. This component shall not be placed in any environment that TC Dead 7.0 pa f Rep Mbr Bnd 1.15 Bracing shown is for lateral support of components members only to reduce buckling length. the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pef Qjq..,Spaeing 2- 0- 0 will cause the moisture content of accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 7.0 pef Des�gn-Spec UBC -97 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE SUMMARY sII -or by'I•I'I: The Truss Plate Institute (rill) is loaded at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The Ameriaut Forest and TOTAL 30.0 pef Dell Patio: L/240 TC: L/240 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. job Name: ORSILLO IM' X -LDC REACT SIZE RM'D 1 0- 1-12 1260 3.50" 1.50" 2 37-10- 4 1140 3.50" 1.50" TC FLAX£ AXE, HID CSI 1-2 -3937 .22 .23 .45 2-3 -2230 .03 .21 .24 3-4 -1577 .02 .21 .23 4-5 -1489 .02 .22 .23 5-6 -1499 .05 .31 .37 6-7 -2011 .07 .28 .35 7-8 -2117 .07 .23 .30 BC FCRM AXI, BM CSI 9-10 3559 .45 .25 .70 10-11 2521 .32 .21 .53 31-12 1853 .18 .27 .45 12-13 29 .00 .09 .09 13-14 18 .00 .25 .25 14-15 1578 .15 .25 .40 15-16 1834 .17 .22 .40 VM ECRCE CSI VM KPLE CSI 12-4 106 .09 12-14 1232 .50 2-10 1268 .52 5-14 253 .22 2-11 -653 .29 6-14 -483 .45 3-11 477 .19 6-1S 361 .15 3-12 -674 .67 7-15 212 .07 5-12 867 .42 MAX DEI7=CN ( - L/999 IN M10- (LIVE) I- -.23" D= -.20" T= -.43" - Joint Lccaticns �; = 1 0- 0- 0 9 0- 0- 0 2 6- 9- 0 10 4- 3- 8 3 12- 0- 0 11 11- 0- 0 4 17- 8- 4 12 17- 8- 4 5 19- 0- 0 13 17- 8- 4 6 26- 6- 0 14 22- 0- 0 7 31- 3- 0 15 30- 0- 0 8 38- 0- 0 16 38- 0- 0 BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Northpark Dr., Colo Springs, Co 80907 7p5.0 Version T6.2.3 BC 2:�c4 EF EFL #1 & �. 2x4 rm. STA ZDARD 13-4 1gE8 ZN EFL SIialIIlAM Plating epec� THIS IE4IIN LS THE CS'IFCSrm FE= OF K=PM LOAD CASES. BORIM I8 eho"ni are based CNE,Y an the truss material at each bearing. Loaded for 10 PSF rxm-oaxxuae >t BZIL• 9-10-3 x 0-4-3 -Truss'ID: AS QtY ®Daaotes the rec � for lateral bracing at each locatiiah ehaaz. Laateerral bracirr3 Een-Saretthe vdhicr anbili ctthe buil ci ry are tine respahs ty deli Tn�snal Sys ERl10E-TT may be us�fcr cortin cu= lateral hning . trusses spaced 24" cc. Alternatively, use scabs or T b aces as shaah an Trus al S�6te ns standard detail CD01003160. Pf b'fF' VAIZFS PFR IC80 RESEARCH REP= #1607. PLATY]; BASED CN GZMN 1148ER VALLIS. t Tl IN(5461# 2 -391# 1,is is de$igned using the UBC -97 Cxle. Bldg E]acicsed = Yes, Etzl 2cne, = No Huzzcane/Oceah Line = No , Ep tegcrY=C Bldg �80.00ft, Bldg Di. 50.00ft , Ih height =' 24.92ft, MEA = 80 Classification = 4, Dead Load = 14.0 pef 6-9-0 5-3-0 5-8-4 8-9-12 , 4-9-0 6-9-0 6-9-0 12-0-0 17-8-4 26-6-0 31-3-0 38-0-0 r 19-0-014 i5 69-0-0 7 8' 1 2 3 �0_6 00, 4-6 0-' 4 (I U o 20-5-8 13-3-0 10-9-15 SHIP 7 =043 9 10 11 123 14 15 4-3-8 6-8-8 6-8-4 4-3-12 8-0-0 8-0-A&Z 4-3-8 11-0-0 17-8-4 22-0-0 30-0-0 38; � C rtrewal Sys ,/1� systems Plates are 20 ga. unless shown by "18"(18 ga.) or t Ab '04® do ` T "H"(16 ga.), positioned per Joint Report: Circled plates and false WARNING Read till notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication.' The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is Laterally braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards:'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA I' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. ��`•'�� , iii C S'�►Y 2 .-j NoA459.a2 X 1 * P.1 1/02. 3/14/2001 Scale: 1/8" - 1' TBF: 110.147 ?)#.- �; ��`l,4 tOR92BERC sar Name: Dsgnr: JF # u LLO TC Live 16.0 at -,L=1.25 P=1.25 TC Dead 7.0 pot 11 ep Mbr Bnd 1.15 BC Liven .0 paf O.C.Spacing 2- 0- 0 BC Dead 7.0 psf Deeign'x'S�ec UBC -97 Da patio: IV240 TC: 4/240 TOTAL 30.0 paf job Name: ORSILLO Elm * X -IOC REP= SIZE FEQ'D 1 0- 1-12 1303 3.50" 1.50" 2 37-10- 4 3.183 3.50" 1.50" TC FazcE AXL END CSI 1-2 -2196 .08 .23 .32 2-3 -2090 .07 .25 .32 3-4 -1752 .06 .29 .35 4-5 -1752 .06 .29 .35 5-6 -2090 .07 .25 .32 6-7 -2196 .08 .23 .32 BC FLi2CE AXI, HID CSI 8-9 1906 .24 .11 .35 9-10 1674 .16 .47 .64 10-U 1193 .12 .49 .61 11-12 1674 .16 .47 .64 12-13 1906 .24 .11 .35 WEB FQKE CSI WEB KRZE 2-9 214 .07 4-31 649 3-9 310 .13 5-11 -429 3-10 -429 .30 5-12 310 4-10 649 .34 6-12 214 M4X EEFI.F.X=IZCN (spat[) L/999 INIff 4 10-11 (LIVE) I,= -.30" Ik -.26" Z` -.57" - Joint Locations =- 1 0- 0- 0 8 0- 0- 0 2 6-9-0 9 8-0-0 3 11- 6- 0 10 14- 0- 0 4 19- 0- 0 11 24- 0- 0 5 26- 6- 0 12 30- 0- 0 6 31- 3- 0 13 38- 0- 0 7 38- 0- 0 CSI .34 .30 .13 .07 TC 2x4 LEL #1 & Btr. BC 2x4 LEL #1 & Btr. WEB 2x4 DFL SIAIMARD MATE %XIE.S FM ICM RESEARM ILII' #1607 haled fctr 10 PSF nah-cor= ertt HKL. i3A= BAsm CN aEEN Lu EER VALLES. 9-10-3 t = 0-4-3 Truss'ID: A6 Qry: 5 p r;m spec ADSI/`I'PI - 1995 'II S LFSICN IS 'IHE Ga pWrIE RESULT CE' n=PLE LLD CMMS. EEARII�n RF77[.T RaviENIS sho an are based 01Y on the tniss material at each beari -g- Perttartertt hmaun3 is�is� (by cU-Jm-) to pzeva� rctatiot/tcTtpl 1 -9 -See HIB -91 and P I/+IPI 1-1995; 10.33.4:5 a -,d 10.3.4.6. IC 1 IN(5447# st pp�t 2 -406# Ilya truss is designed uairxg the UBC -97 Code. Bldg 0=1cse3 = Yes, End Zcne = No Flmzcnm/Coean Line = kb ,Et_ U3tegmY = C 80.00ft, Bldg Width = 50.00ft, 14-m rocif height = 24.92ft, MPH = 80 Classification = 4, Rad Load = 14.0 psf - -------LMD CASE #1 LfSICN 1=6 ---------------- Dir L.Plf L.Loc R.Plf R.Lx IUM TC vert 46.0 0- 0- 0 46.0 38- 0- 0 .70 BC Vert 14.0 0- 0- 0 14.0 38- 0- 0 .00 TTA - Lbs X.Ioc ILt m I �Iot 85.0 19- 0- 0 .00 6-9-0 4-9-0 7-6-0 7-6-0 4-9-0 6-9-0 6-9-0 11-6-0 19-0-0 26-6-0 31-3-0 38-0-0 12-0-0119-0-0 t l 2 3 '4 56 7. r'6. 00 -6.00 4-4 IUA- 85 F° �C, .3Ip t� .� 10-9-15 .' -T SHIP -j0' 982 :Z7= * EXP. _3102/ 0-4-3 g y 10 11 12 13 8-0-0 6-0-0 1010-00 ,, 6-0-0 ,, � , 8-0-0 14-0-0 24-0-0 30-0-0 ®/1 1, `. 3/14/2001 TrusWal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or t Joint Report. Circled plates and false ���� v Scale: 1/8 1' "H"(16 ga.), positioned per frame Plates are ositioned as shown above. it Erecting Contractor. TBF: 0`9 .7WTr: � WO: OR92HERRC ® WARNING Read all notes on this sheet and give a copy of to the 'rhis individual building component not truss system. It has been based on specifications provided by the component m:undacmrer and done; tomer Name: a design is for an TPI AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dog= JF #A/ 1 bkOiLLo in accordance with the current versions of and and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this B LU SAR MFG verified by the component manufacturer design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 pdf DuurpF�acs L=1.25 P=1.25 ® LLC braced by the. roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 7.0 ps f R8p'fb4ir Bad 1.15 shown will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrasion. Fabricate, handle, install and brace this truss in BC Live .0 ps f O: C 'Spacing 2 - 0- 0 TRU-AL SYSTEMS 4445 Nornhpark Dr., Colo Springs, CO 30907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSUTPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 . BC Dead 7.0 psf Design Spec ABC -97 Responsibilities, SUMMARY SHEET' by TPI. The Truss Plate Institute (TPl) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 30.0 psf Defl Ratio: W240 TC: L/240 Tp5.0 Version T6.2.3 Paper Assoceition (APPA) is Incved at 1111 191h Street, NW, Ste 800, Washington, DC 20036. ob Name: ORSILLO == Joint Tr iahs 1 0- 0- 0 31 2- 8- 0 2 2- 8- 0 32 4- 0- 0 3 4- 0- 0 33 5- 4- 0 4 5- 4- 0 34 6- 8- 0 5 6- 9- 0 35 8- 0- 0 6 8- 0- 0 36 9- 4- 0 7 9- 4- 0 37 10- 8- 0 8 10- 8- 0 38 12- 0- 0 9 12- 0- 0 39 13- 4- 0 10 13- 4- 0 40 14- 0- 0 11 14- 8- 0 41 14- 8- 0 12 16- 0- 0 42 16- 0- 0 13 17- 4- 0 43 17- 4- 0 14 18- 1- 4 44 18- 1- 4 15 19- 0- 0 45 20- 8- 0 16 20- 8- 0 46 19-10-12 17 19-10-12 47 22- 0- 0 18 22- 0- 0 48 23- 4- 0 19 23- 4- 0 49 24- 0- 0 20 24- 8- 0 50 24- 8- 0 21 26- 0- 0 51 26- 0- 0 22 27- 4- 0 52 27- 4- 0 23 28- 8- 0 53 28- 8- 0 24 30- 0- 0 54 30- 0- 0 25 31- 3- 0 55 31- 4- 0 26 32- 8- 0 56 32- 8- 0 27 34- 0- 0 57 34- 0- 0 28 35- 4- 0 58 35- 4- 0 29 38- 0- 0 59 38- 0- 0 30 0- 0- 0 TC 2x4 DFL #1 & Btr. BC 2.4 IFL #1 & Btr. Gib BLK 2x4 DEL S15*0*0 Ra'TF: VALLES PER ICB0 1 REF� #1607. Traded for 10 PSF iris-mnament ECfl . <It is assured that one face of this truss < is sheathed withpl uood, CSB, wood board or ha If not, < adit�rnal loads mist be�arsidered on < ncn-rrr&inrsra bearirr3 ?V;% MMaayy use adequate staples on gable block. C b1e studs may latex atl bra See daps gaah bracirsg details) . Lateral 1 in line v u thehave rrct been considered. unless noted . these leech and their come ti.ans are the respahsibility of the buildirs3 designer. Truss ID: A7 Qty: plating spec : NEI/1PI - 1995 'THIS LESI(34 IS UE 024E SPIE RESULT CF I+£=P1E LCPD CASES. EE*UM RIWIIEPWIS shaan are based aZY on the truss ❑ atm al at each bearing. PTA= BJ1Sm IN GZMN UNB£R VAL - . 2.8�, 4-1.0 �, 3-11.0 �, 4-0-0 �, 3.5-4 �, 3-10- 22 4-0.0 �, 4-0.0 , 4-0.0 �, 4-0•o 2.8-0 6.9.0 10.8-0 14.8-0 18-1.4 22.0-0 260-0 30-0.0 3440 38.00 12-0-0 i 19-0-0 t 1 2 3 4 .5 66 7 8 9 10 11 12 131415 10718 19 20 21 22 23 24 ZS 26 27 28 1 6 00 -6.001 3.4 This truss is designed usi.rg the IBC -97 0=3e. Bldg Errlcsed = Yes, End Zone-= No H>rricane/Cbean Lim = No ,EXP Categcry = C Bldg Width= 80.00ft, Bldg Wid= 50.00ft, Mean root heiq'St = 24.92ft, ME = 80 r9s ificaticn = 4, Dead Load = 14.0 psf 10-9-15 SHIP 0-4-3 r--:� 30 31 32 .r3 34 35 36 37 38 394041 42 4344 4.96 47 484950 51 52 33 34 SS 56 57 58 39 • 2.8-0 �, 4-00 , 4-00 �, 4.00 , 3.5-4 3-1012 4.0-0 4-0-0 4-00 �, 4-00 �, �400 -i 12-8.0 68-0 • 108-0 14-8.0 18-1-4 22-00 2600 3000 34.00 31- 9,) 1/ TYPICAL PLATE 1.5-3 OVE1L/QONTI Truswal Systems -Plates are 20 ga. unless shown by "18"(18 ga.) or '.`"�' "H"(16 ga.), positioned per Joint Report. Circled plates and false Ap A ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been baled on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B LU SAR M FG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the. roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in TRUSWAL SYSTEMSaccordance with the following standards: 'JOINT DETAILS', by Ttuswal, 'ANSI/TPI 1', 'WTCA I' - Wood Truss Council of America Standard Design 0405 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Tp5.0 Version T6.2.3 Paper Association (AFPA) is looted at 1111 191h Street, NW, Ste 800, Washington, DC 20036. TB1 F:A .3 4 71%#k %_11A; fT Dagnr: JF #, TC Live 16-0 p TC Dead - 7.0 psf BC Live .0 psf BC Dead 7.0 psf TOTAL 30.0 psfpsf - m`i /v Exp. 12/.31/02. MCMI. 3/14/2001 Scale: 1/8" - 1' OR92HERC yy §ranter Name: I d� Aa ks L=1.25 P=1.25 91P' Mb *e nd 1.15 b.C.Spacing 2- 0- 0 r Design�Spec' UBC -97_ Deft Ratio: Lt/240 TC: 4/240 job Name: ORSILLO EIS X -IOC RFACr SITE Rm'I) 1 0- 1-12 3574 3.50" 1.91" 2 11-10- 4 3574 3.50" 1.91" TC FC%E AXL END CSI 1-2 -5338 .10 .20 .31 2-3 -5338 .10 .20 .31 BC FCRCE AXI, END CSI 4-5 4749 .31 .39 .70 5-6 3270 .21 .29 .51 6-7 4749 .31 .39 .70 VM FQ3'E CSI I?EB I= CSI 2-5 2651 .54 2-6 2651 .54 MAX Ea -1 riCN (span) 1t/999 IN MEM 5-6 (LIVE) Lr -.05" D= -.04" T= -.09" Joint Laaticns = 1 0-0-0 5 4-3-8 2 6- 0- 0 6 7- 8- 8 3 12- 0- 0 7 12- 0- 0 4 0- 0- 0 TC 2x4 EFL #1 & Btr. BC 2x6 DFL #2 L"1FB 2x4 DFL STPlUM Pf ZUE VALLES an IC20 FESEXK I Imo' #1607. Traded fcr 10 FSF rnrcarnurent BaL. PLATIN BASED CN aEEN TLPEIER VATTES. 2_� Nail iTJ.staPqer8d M-97 n:C-2/fBC- 4 ft REBS- 2/ft Truss ID: B 1 Qty: 2 s��ec AN itm - 1995 �S%IIN IS 71E CCIVIPWrIM RFSfII.T CF T211TTPrE ICAD C%SIS. MMM ) XffE4ENIS 41MM are based CNLY cn the truss ttateial at each bearing. is on/tc to - u- . See Em-91re(by culers) arid SI/` =uvwPI 1-1995; 10.3.4.5 and 10.3.4.6. 6-010 6-0-0 6-0-0 12-0-0 ;) 1 6.00-6.00 LT= RFAMCN(S) - an,>p =t 1 -1228# sttpp�t 2 -1228# 'I111A trit66 is designed U67TYj tl]e LBC -97 Cade. Bldg a cicsed = Yes, a -A 7cne = No ald-k'cane/oox Line = DTo , D C�tegcay = C 80.00ft, Bldg L9hdth = 50.00ft, rpm !height = 21.67ft, MPH = 80 ri.;sificatirn = 4, Lead Iced = 14.0 psf --LOAM---LOAD 0SE #1 EESICN I ---------------- Dir L.Plf L.Lnc R.Plf R.Icc Iit/'M 7C Vert 46.0 0- 0- 0 46.0 12- 0- 0 .70 BC Vit 549.6 0- 0- 0 549.6 12- 0- 0 .52 2A- 4 4 5 .6 7 4-3-8 3-5-0 4-3-8 4.3-8 7-8-8 12-0-0 [� Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false B LU SAR MFG WWARNINGReaa d all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacntrer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this I y design meet or exceed the loading imposed by the local building code and the paticuL�r application. The design assumes that the (op chord is Literally is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TT91^- 2 SeD -Lair e'if� s Chk:' Ds : JF il) 10 6 TC Live 16 .'0 jfs f 7.0 ® LLC braced by the, roof or floor shauhing and the bottom chord is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead psf Bracing shown will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design '11113 BC Live .0 psf BC Dead 7.0 psf TRUSWAL SYSTEMS 4445 Northpark Dr., Cob Springs, CO (0907 accordance with the -91 Responsibilities, 'IIANDLINO INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1116-91) and Madison, Wisconsin 53719. The Amerism Forest and 0 SUMMARY SI IEI:'1" by'1111. The Truss I'L•de Institute (I'I'I) is located at 583 D'Onofrio Drive, Paper Assocedion (AICPA) is located at 1111 19th Strect, NW, Ste 800, Washington, DC 20036. TOTAL 3 0. 0 ps f Tp5.0 Version T6.2.3 MFt `J Wo. C045982 EXP 12/31/02 :qr CNIL 3/14/2001 Scale: 13/32" 1' OR92HERC meter Name: Dufbq 13 .1.25 P-1.25 kep 1.00 O.` Spacing 2- 0- 0 Design SSeZ _L78C-97 Defl Ratio: LV240 7C: -'I4/240 Job Name: ORSILLO BC 2x4 DFL #1 & Btr. Com, ELK 2x4 DFL S)PiEARD 7 p E VA= EM IMO REM4R3-I R1� #1607. = Joint Iczatiais = in L� fcr 10 PSF rrn-oa�tt >�• 1 0- 0 10 O- o- o <It is asamtaa that ate face of this truss 2 2- 8- 0 11 2- 8- 0 2- pl CSB' ,md board. < as sha—ithed w1loe 3 4- 0- 0 12 0- 0 If not, 4 5- 4- 0 13 5- 4- 0 < a&'Eti� loads nustabe oorisidered m 5 6- 0- 0 14 6- 8- 0 6- 8- 0 15 8- 0- 0 < �-contanicus fax blocl® TV - 7 8- 0- 0 16 9- 4- 0 8 9- 4- 0 17 12- 0- 0 gable use adequate stiles 9L. e studs �' lateral ing rac detail (s). } 9 12- 0- 0 tee iSee Lateral 1 an lam with the drrclst have LaterTrumal not been oxisidere3 unless noted cd— 'these loads and their easnecticr- axe the xespazsibility of the building designer. 2-8-0 2-8-0-8-0 Truss ID: B2 Q s�• AMI/'M - 1995 Plating BspecIW IS ME CUvlE115rM I2ES= CF tvilf'PTPfR LQAD CASES. �RARIM M shorn are based ONLY on the truss material at eadi bear3.iV- PIA� BASm as QUI ILP2ER 1A - 2-8-0 2-8-0 4-0-0 5-4-0 8-0-0 12-0-0 6-0-0 r- 1 2 3 4 5 6 7 8 9 -6.00 _6.00 1 Drwkr: %..vv t vi .3y7o-u truss is designed using the LBC -97 Ctae. Bldg F]ialosed = Yes, Ent Zorn t: No H,ricam,/O.,g. Lim = No DCate9cy _ C Biciff Iii 80.00ft, Bldg wUCh= 50.00ft, Maui root lriglit = 21.67ft, MPH = 80 CLassifi.caticn = 4, Dead Lcad = 14.0 psf 2-0-0 __�7 22-0--0 1� ' 10 11 12 13 14 15 16 ' 17 2-8-0 2-8-0 2-8-0 4-0-0 2-8-0 5-4-0 8-0-0 12-0-0 TYPICAL PLATE : 1.5-3 g y t Ou roI Truswal Systems Plates are 20 a. unless shown b "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame latex are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. .4 ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and dA in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to b, B LU SAR MFG verified by the component rtuvntnfacturerornd/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Ttuswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 4445 Northpark Dr.. Colo Sprmgs. CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (rPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Tp5 . 0 Version T6 .2 .3 Paper Assocknion (APPA) is located it 1111 19th Street, NW, Ste 800, Washington, DC 20036. SUPPORT 1jBPj -74',: L[T # TC Liffel , y�l�,�ps 0 i TC Dead i +7.0 EV BC Live .0 Ys= BC Dead 7.0 psf TOTAL 3�- 0pof NOV454\82 7� Exp. 12/31 /02 �CN'I _ Z 3/14/2001 Scale: 5116" - 1' WO: OR92BBRC Customer Name: �ce L=1.25 P=1.25 I�` Bnd 1.15 o C.Spacing 2- 0- 0 Desigj%MSpec . UBC -97 Defl Ratio: Ln/240 _ 7C: W240 a� job Name: ORSILLO EFG X-L7C REACT SIZE REQ'D 1 0- 1-12 420 3.50" 1.50" 2 13-10- 4 540 3.50" 1.50" TC FCPLE AX[, EtM CSI 1-2 -588 .01 .22 .22 2-3 -588 .01 .22 .22 BC FCPLE AXL END CSI 4-5 471 .06 .16 .22 5-6 471 .06 .16 .22 vEB FORCE CSI WEB I= CSI 2-5 170 .07 MAX r>:zTsrrrCN (span) 14/999 IN MEM 4-5 (LIVE) 1. -.03" D= -.03" Z` -.06" --= Joint locatiazs 1 0-0-0 4 0-0-0 2 7- 0- 0 5 7- 0- 0 3 14- 0- 0 6 14- 0- 0 TC 2x4 DFL #1 & Btr. EIC 2x4 DFL #1 & Btr. WEFT 2x4 DFL STS PLATE VALIJES FER ICED RE90TC1 REFC%a #1607 Leaded fcr 10 PSF rim-camaamr>t Bf1I- 7-0-0 7-0-0 Truss ID: C1 Qty: 4 Drw : c.vv 1 v1.3v70-v 1 %F P1atir3J spec : AISIAM - 1995 UPLIFT REACITCN(S) ' THIS mim is THE CCMP35ITE Ra[II,T CF 2 213# NIMPLE LOAD CP4ES. n ttvs . is designed unit the Ewmr- FSZU NIS s1— are based CNLY IW -Y7 cn the truss ttaterial at each beM=g. Bldg E]7Ct&. =Yes, Errs 7ra-,e = No PLATII3i B� CN ci2FfI1 ur�R VAIIFS. /p h Line = No , Exp Category = C 80.0Oft, Bldg Width = 50.00ft, pleBldg height = 21.92ft, MPH = 80 C9assificatiah = 4, Dead Iced= 14.0 psf 7-0-0 14-0-0 1-7-0-0 i2 7-0-0 3 1 3-10-3 3-4 I0-4-3 . BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Northpark Dr.. Cole Springs, CO 30107 Tp5.0 Version T6.2.3 F60 4-4 _s OBI 4-9-15 �Q 'zFC F E SS;Gh� HIP 10-4-3 Q Q 9m —1 N C045 82 X EXP. 12/31:,�, — CNI1. , 2-0-0 14A-0 A 4 7-0-0 5 7-0-0 3/14/2001 7-0-0 Truswal Systeme Plates are 20 ga..unless shown by "18"(18 ga.) or Circled and false Scale: 5/16" 1' "H"(16 ga.), positioned per Joint Report. plates frame plates,are.positioned as shown above. WO: OR92HERC F' 2 "'�. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. been based on specifications provided by the component manufacturer and done ; Chatcmer Name: .1 This design is for an individual building component not truss system. It has the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be i De ) JF #LC = ORSILLO g in accordance with verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally 0 pa Faea L=1.25 P=1.25 TC Live +00 design meet or exceed the braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. This shill not be placed in any environment that TC Dead . 0 Rap- Dmr Bad 1.15 Bracing shown is for Latcml support of components members only to reduce buckling length. component the content or the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, htstall and brace this truss in BC Live . 0 paf O.C. Spacing 2- 0- 0 4a will cause moisture accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 7.0 paf t&ign Spec UBC -97 Responsibilities, 'HANDLING INSTALLING AND BRACING SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and L�fl Ratio: I4/240_TC: L/240 TOTAL 30.0 paf Paver Association (AFPA) is locued al It 1 119th Street, NW, Ste 800, Washington, DC 20036. hob Name: ORSILLO Joint Locatians ====_ 1 0- 0- 0 12 0- 0- 0 2 2- 8- 0 13 2- 8- 0 3 4-0-0 14 4-0-0 4 5- 4- 0 15 5- 4- 0 5 6- 1- 4 16 6- 1- 4 6 7- 0- 0 17 8- 8- 0 7 8- 8- 0 18 7-10-12 8 7-10-12 19 10- 0- 0 9 10- 0- 0 20 11- 4- 0 10 11- 4- 0 21 14- 0- 0 11 14- 0- 0 TC 2x4 EFL #1 & Btr. BC 2x4 EFL #1 & Btr. M, BCK 2x4 DFL SP!*0AM BATE VALS FER IB0 RESEARCH RIS #1607. Traded for 10 PSF rr n-mYxarrEnt BQI,. <It i.s assured that one face of this truss < is sheathed with pl CSB, wood board < sidirr3 siding. If nct, < additional lands must be considered on < rxn-ocntinurts bearing es. May use udec y stales te gable blocks. e studs nay lateral b See Tivslals a�esgabl, bracu-g (ss Lateral lcedsin Line with the d. -ds have nct been cansidered unless noted cthekwise• 'These lands and their ossrxtians are the reqxansilai I ity of the lztildirg designer. 3-10-3 10-4-3 Truss'ID• C2 Qty� ftpl at im spec AISI/TPI - 1995 TkSIt37 IS 7HE Q 4FCSTIE RFS[IIR' CF NEILTIPLE LCAD CPSES. EFARIIr, RIIXIIRUENIS sho n are based CW Y an the truss material at each bearinti. PIAT= BASF17 QQ GEEN L MBM \UL=. 2-8-0 2-8-0 1-8-0 .1-8-0 J 2-8-0 J 2-8-0 2-8-0 5-4-0 7-0-0 8-8-0 11-4-0 14-0-0 7-0-0— 7-0-0 1 2 3 4 5 �6 789 10 11 r6 000 3-4 1 Drwg:(.VVI V/soya-u Sus truss is designed using the TBC -97 C de. Bldg a=losed = Yes, End 71ane, = No H=cane/Oxat Line = No , E>tp Q?t = C 80.00ft, Bldg Width = 50.ODft, I� =height = 21.92ft, MPH = 80 c lassificatirn = 4, Dead Load = 14.0 psf 4-9-15 SHIP 10-4-3 2-0-0 t--2�0 �- 14-0-6 12 13 14 15 16 118 19 20 21J) 2-8-0 2-8-0 3-4-0 , 2-8-0 28 U- 8-8-0 � 2-8-0 5-4-0 8 8 0 11-4 0 14- -0 TYPICAL PLATE 1.5-3 1 f� f Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or n OVER CONTIIS SUP+.!s/� "H"(16 ga.), positioned per Joint Report. Circled plates and false frame iDlates are nositioned as shown above. , ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 38.7 6� This design is for an hidividual building component not truss system. It has been based onspecitications provided by the component manufacturer and done Chk: in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsg : JF #LC = 10 verified by the component tremufacturcr and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this B LU SAR MFG]Bracing design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top he is laterally TC Live 16.0 psf braced by the , roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 7.0 psf ® LLC shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that Will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in , BC Live .0 psf TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Dead 7.0 psf 4445 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 0 SUMMARY SIIEET' by Till. The Truss Plate Institute (Till) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and �T� 30.0 pef TPS . 0 Version T6.2.3 Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. V. tS i,r}t '\ XP- 12/31/02 GNIL 3/14/2001 Scale: 9/32" = 1' Name: Dunce L=1.25 P=1.25 Rep Mbr End ;1.15 G.C.spacing 2- 0- 0 Design Spec UBC -97 Dell Ratio: L/240 'IC: W240 loo Name: ORSILLO Bir. X -IOC REDLT SIZE F1:J2'D 1 0- 1-12 2745 3.50 1.50" 2 35-10- 4 2344 3.50" 1.50" .44 suppxt 2 -805# V TC FCP. E AXI, RU CSI 1-2 -5174 .14 .17 .31 2-3 -6807 .10 .26 .35 3-4 -6869 .33 .32 .64 4-5 -6877 .10 .30 .40 5-6 -4398 .11 .24 .36 BC FQK£ AXL IID CSI nwc O.C. fmn to TC 24.0" 7-10- 3 28- 0-12 7-8 4552 .29 .15 .44 suppxt 2 -805# 8-9 4570 .29 .45 .74 Bldg F7rclosed = Yes, FYrl Zcne = No 9-10 6837 .43 .45 .89 MPSLa�gt�t rmt = Classificatirn = 4, Dead Lcad = 14.0 psf 10-11 6837 .43 .24 .67 BC Vert 104.0 7- 0- 0 104.0 21- 0- 0 BC Vert 14.0 21- 0- 0 14.0 36- 0- 0 11-12 3852 .24 .24 .48 12-13 3851 .24 .06 .31 VEB FORCE CSI WEB FORCE CSI 2-8 440 .09 4-11 -1204 .08 2-9 2541 .52 5-11 3415 .69 3-9 -377 .03 5-12 157 .03 3-11 53 .01 = MI.MMW (span) • 1/999 IN MFS1 9-10 (LIVE) IF -.33" D= -.29" T-- -.62" Joint 1,10=2tia'is 1 0-0-0 8 7-6-0 2 7- 7-12 9 14- 0-12 3 14- 0-12 10 20- 0- 0 4 21-11- 4 11 21-11- 4 5 28- 4- 4 12 28- 6- 0 6 36- 0- 0 13 36- 0- 0 7 0- 0- 0 B BC 2x4 DFL #1 & Btr. VEB 2x4 EFL SMEAM FLT ELK 2x4 I&L #1 & Btr. aAm VAAES PER ICP) RE3s* H LFII' #1607. + + + + + + + + + + + + + + + + + + + + + + Nail pattern sin m is far- FIF leads rnly. a=Eilrated leads MLEt be distribated to each ply. �11y. Ch ttulti-ply with ni�xJees, use 3" rel I R min. into the �rryi� ttz�tixss.. Fla m=e than 2 ly, acid nail cluster from affiuseL� � (srcmad detail (by �B) - + + + + + + + + + + + + + + + + + + OM+97 2 -FLY! Nail w/lOd CZT'P2N, stag/gered Sect. 12) in: TC- 2/ft BC- 2 ft WEBS- 2/ft Truss ID: D 1 QtY MSI/IM - 1995 �S Il 5ICiI IS UE aNPMIZE RES= CF K=pLE IAPD CASES. EEARII�r, rG=MENIS shci n are based CIILY rn the truss material at each bearimi. Icacied fcr 10 FSF r3ai-c=Irra7t BOLL. Mirage mist be pra✓ided to avoid pericb ,I. Famtm7a>t 19xin3 is (by �-s) to preva tip See HIB -91 and ADSI/ 11-1199;10.3 4. anti 10.3.4.6. 1x4 min. cCrlt-irL=js lateral bracirr1 attached to flat TC ukere imitated w/ 2-10d mails each. Lzber trust be stsuctzttial grade. Brad G 24" o.c. unless noted c&ixwise. pIATBZ BASED CN GREEN UMBER VA=. 7-7-12 6-5-0 7-107-10-8 6-5-0 7-7-12 7-7-12 14-0-12 21-11-4 28-4-4 36-0-0 ` 7-10-3 3 4 t 5 7-10-3 61 2-PLYS 1 4 REQUIRE D 360M 1 20-1-8, _5,p0� T 4-3-4 0-4-3 2 Drwg: LUU1 u/ svya-v 1 x_ Mu. desileased onchcrd bracing applied - 84':,� I'r;., _�0 i "W+stcmter C Lk: ¢'�, Degnr: JF ( _ 0 per the f�o7lo�irrg sche3ule: TC Live 16. psf nwc O.C. fmn to TC 24.0" 7-10- 3 28- 0-12 B L[,1 SAR IRMCTIQQ(5943# TC Dead 7.0 ps f- OATcrt 11 ® LLC suppxt 2 -805# BC Live .0 psf 'Thus truss is designed usirrj the TRUSWAL SYSTEMS CO 80907 LBC -97 Code. BC Dead 7.0 psf Bldg F7rclosed = Yes, FYrl Zcne = No JJJS Nonhp"rk Dr., Colo 8priaga, iitrrmc 2ne/fit Line = No , E>q? C ate�Y = C 50.00ft, © 30.0 - 80.0Oft, Bldg Width = Llght 22.14ft, MKi = 80 Tp5.0 Version T6.2.3 MPSLa�gt�t rmt = Classificatirn = 4, Dead Lcad = 14.0 psf TOTAL psf ----- ----LOAD CASE #1 IFSI(V IGIADS ---------------- Dir L.Plf L.Lcc R.Plf R.Lcc Uv*IL TC Vert 46.0 0- 0- 0 46.0 36- 0- 0 BC Vert 35.0 0- 0- 0 35.0 7- 0- 0 .70 .00 BC Vert 104.0 7- 0- 0 104.0 21- 0- 0 BC Vert 14.0 21- 0- 0 14.0 36- 0- 0 .46 .00 hTy}�pe Lbs X.Loc LLM 7-11- 4 TL Vest 360.0 .53 TC Vit 922.0 21-11- 4 .53 T 5-3-0 = I SHIP 0-4-31 7 g 9 10 11 12 13 7-6-0 6-6-12 7-107-10-8 ,, 6-6-12 7-6-0 7-6-0 14-0-12 21-11-4 28-6-0 36-0-0 ?(JI4�r� Truewal Systems Plates are 20 ga. unless shown "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report_-^ circled plates and false .g P��Pvv �..• MFss9 �� rn -J No. 04598 \� Ex(12/31/02 cST.r. C/\/k .:a / 3/14/2001 Scale: 1/8" - 1' ® MFG frame plates are. osicionea WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done hl accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verifled by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this imposed by the local building code and the paticular application. The design assumes that the top chord is laterally 84':,� I'r;., _�0 i "W+stcmter C Lk: ¢'�, Degnr: JF ( _ 0 1:: OR92EERC Name: �LLO TC Live 16. psf F s L=1.25 P=1.25 B L[,1 SAR design meet or exceed the loading braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. it that This shall not be placed in any environment TC Dead 7.0 ps f- Rep b br Bad 1.00 s ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. Component the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf O. CSpacing 2- 0- 0 TRUSWAL SYSTEMS CO 80907 will cause the moisture content of accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Trus Council of America Standard Design METAL PLATE CONNECTED WOOD TRUSSES' - MIB -91) and 'HIB -91 BC Dead 7.0 psf Design Spec UBC -97 JJJS Nonhp"rk Dr., Colo 8priaga, Responsibilities, 'HANDLING INSTALLING AND BRACING by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsbt 53719. The American Forest and © 30.0 Defl Ratio: L/240 7L: L/240 Tp5.0 Version T6.2.3 SUMMARY SI IEET' Paper Association (AFPA) is located at 1111 191h Street, NW, Ste 800, Washington, DC 20036. TOTAL psf job Name: ORSILLO Ear. ' X-Lcc REACT SIZE REQ'D 1 0- 1-12 1200 3.50" 1.50" 2 35-10- 4 1200 3.50" 1.50" TC FaKE AXL RM CSI 1-2 -1953 .09 .32 .41 2-3 -1818 .03 .27 .29 3-4 -2121 .07 .52 .60 4-5 -2121 .07 .52 .60 5-6 -1819 .03 .27 .29 6-7 -1953 .09 .32 .41 EC F>iX£ AXL EM CSI 8-9 1683 .16 .30 .45 9-10 1596 .16 .31 .47 10-11 1596 .16 .31 .47 31-12 1683 .16 .30 .45 FEB FuKE CSI WFB I= CSI 2-9 245 .08 5-10 593 .38 3-9 360 .15 5-11 360 .15 3-10 593 .38 6-11 245 .08 4-10 -441 .17 MAX IFFipY'f•rw (spaih) L/999 IN MEM 9-10 (LIVE) LF -.13" D= -.12" T'= -.25" == Joint Laatials ===== 1 0- 0- 0 7 36- 0- 0 2 7-10- 0 8 0- 0- 0 3 9- 7-12 9 9- 7-12 4 18- 0- 0 10 18- 0- 0 5 26- 4- 4 11 26- 4- 4 6 28- 2- 0 12 36- 0- 0 BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Nortbpark Dr., Colo Springs, CO 80907 TP5.0 Version T6.2.3 TC 2x4 DFI, #1 & Btr. BC 2x4 DFL #1 & Btr. WEB 2x4 EFL S7 W ATF. VALLES PER ICBG FEM*U-I FERIU #1607. Tcnde3 for 10 PSF rm-cn'nttmertt BCLL- Ix4 tin. corkar ous lateral b acirrJ attached to flat TC vhese indicated w/ 2-10d nails each. L.mber nest be stiuctutml grade. Brace Q 24" o.c. unless noted otherwise. T 5-3-4 Il 0-4-3 7-1117-111_0 7-10-0 t- 1 2 Truss ID: D2 Qty: spec AISI/IPI - 1995 'II� ESIIN IS ME aU4P06TIE RE= CF t IZIPf F. LOAD G%SES. BE4RM pEl2inalENIS shoAn are basad C[L,Y m the truss material at each bearing. . n.a;rage ttt:st be pro idea to avoid PCrd=r3. FLAT BASED IN GEEK LII'M VALLES. 'This truss is desicgr ed using the LW -97 Ocde. Bldg Ercicsed = Yes, Erd 2cm =Ido anode/Line =Ido , Exp Category = C zm Bldg = 80.00ft, Bldg Width = 50-U0ft, Meath heiSltt. = 22.64ft, MPH = 80 Classificatim = 4, Dead Load = 14.0 psf 10-2-0--, 8-4-4 9-7-12 18-0-0 26-4-4 36-0-0 9-10-3 t 4 5 6 7 16-1-8 -6.00 F-6 00 1 Drwg:GVViV/-$Vyis This des�' based on cid bracing applied per the fillaw-9 rd�aclzle: • ttc O.C. fran to 11120C TC 24.0" 9-10- 3 26- 0-12 mm RAsiqjxxt 1 MCN(S44) s4pmt 2 -440# 36-0.0 T 6-3-0 SHIT' =0-4-3 / ,?B0FESS/0N, 0.5982 X *V E# 12/31/02 \ sre� CNI� 8 9-7-12 8-4-4 9 .10 8-4-4 11 9-7-12 12 7 1212 J 9-7-12 18-0-0 J 26-4-4 36-0-0 3/14/2001 1,4u _ Scale: 1/8" . 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or /1� Circled and false l_,�V1 "H"(16 ga.), positioned per Joint Report. plates frame plates are positioned as shown above. Erecting Contractor. r 8� P. WO: OR92HERC WARNING Read all notes on this sheet and give a copy of it to the by tine component manufacturer and done ctistomer Name: This design is for an individual building component not truss system. It has been based on specifications provided in with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be 4� Ds Q # ORSILLO accordance verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design or exceed the loading imposed by the local building code and the paticular application. The, design assumes that the top chord is Laterally TC Live 16.�paf - DurFaes L=1.25 P=1.25 meet braced by the . roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. This shall not be placed in any environment that TC Dead 7, 6 po f Rep Mbr E ad 1.15 Bracing shown is for lateral support of components members only to reduce buckling length. component the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this buss in BC Live 0 p8i - O.C. Spacing 2- 0- 0 will cause the moisture content of accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 7.0 psf 4' Design Spec UBC -97 Responsibilities, 'HANDLING INSTALLING AND BRACING SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and G� 30.0 psf Daft Ratio: 14/240 TC: L4/240 - Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. ITOTAL job Name: ORSILLO Hl. X -IOC FSCr SIZE IM2'D 1 0- 1-12 1200 3.50" 1.50" 2 35-10- 4 1200 3.50" 1.50" TC Fmm AXI, END CSI 1-2 -1953 .09 .32 .41 2-3 -1818 .03 .27 .29 3-4 -2121 .07 .52 .60 4-5 -22M .07 .52 .60 5-6 -1819 .03 .27 .29 6-7 -1953 .09 .32 .41 Ic FCRCB AXI, aM GSI 8-9 1683 .16 .30 .45 9-10 1596 .16 .31 .47 10-11 1596 .16 .31 .47 11-12 1683 .16 .30 .45 VEB FC12G£ GSI WEB FC RCE GSI 2-9 245 .08 5-10 593 .38 3-9 360 .15 5-11 360 .15 3-10 593 .38 6-11 245 .08 4-10 -441 .17 r1q}{ TFFLE)MCR (span) ' L/999 INIEM 9-10 (LIVE) L= -.13" D= -.12" T-- -.25" _= Jaint LxatiQiS ===== 1 0- 0- 0 7 36- 0- 0 2 7-10- 0 8 0- 0- 0 3 9- 7-12 9 9- 7-12 4 18- 0- 0 10 18- 0- 0 5 26- 4- 4 11 26- 4- 4 G 28- 2- 0 12 3G- 0- 0 ZC 2x4 IFL #1 & Btr. BC 2x4 DFL #1 & Btr. WEB 2x4 DFL Sly PLATE VAUES PER IMO REMM�UH R� #1607. Lc,ded fcr to PSF ncn-arrx=rent BILL. 1x4 min. o3iI rL=m lateral bracurr3 attadiad to flat TC Qvxe indicated w/ 2-10d nails ead•l. Lurl� mist be structural grade. Brace 9 24" o.c. unless mte3 otherwise - T 6-3-4 T= 0-4-3 7 -10-0 7-10-0 11-10-3 r1 2 3 Truss ID: D3 Qty: p1=him spec : ;MMPI - 1995 THIS IFSIIN IS ME SIZE RFS[II,T CF 11MPLE MAD CASES. EU*Mr, RII'7IJIIw4EN1S sham are based 0W Drainage inial be pmaded to w4old patdi -9- PIATII EASm IN Gi EEQ II34@32 VAUES. This truss is designed usig the IW -97 tbde. Bldg Errlcsed - Yes, Etrl Zcrn = No Fi mj,cane/Ocean Line = No ,Exp Categl=y = C Blclj Lerigth = 80.00ft, Blc3 Width = 50.00ft, I root heirglit = 23.14ft, ME = 80 C7assificatim = 4, Dead Icad = 14.0 psf 10-21 -2=0 8-4-4 9-7-12 18-0-0 26-4-4 36-0-0 11-10-'1 4 I 5 6 7 -6.00, 6.00 1 'This des' based on chord bracing applied, per the 'f�'ala.,itg edieclrle: to trwc o.c. frtZrt 'IC 24.0" 9- 3- 7 26- 0-12 strjxxtt�1 IN(5440# s runt 2 -440# T 7-3-0 SHIP ZE 0-4-3 Al 1 XP- 12/31/02 sT CNIL g y 10 11 9-7-12 8-4-4 8-4-4 9-7-12 12 OF CAL1O �\P P 9-7-12-7-12 18-0-0 26-4-4 0 �/ � �� �L�1l0+1C� 3/14/2001 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or � �MiNI) Joint Report. Circled plates and false Scale: 1/8' = 1' "H"(16 ga.), positioned per eMlil frame plates are,positioned as shown above. TBF: 86. copy of it to the Erecting Contractor. 8 � WT WO° OR92BERC WARNING Read all notes on this sheet and give a by the component manufacturer and done Chk : Customer Name: ® This design is for an individual building component not truss system. It has been based on specifications provided in with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr: JF w #LC = 10 �6RSILLO B LU SAR MFG accordance verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design or exceed the loading imposed by the local building code and the paticuLir application. The design assumes that the top chord is laterally TC Live 16.0 pe f DurPaea L=1.25 P=1.25 ® LLC meet braced by the'roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that in 7.0 s f P Rep b1br Bnd 1.15 Spacing 2- 0- 0 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss BC Live 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design .0 ps f O.C. TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Springs. CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, BC Dead 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 7.0 pof Design Spec UBC -97 Responsibilities, SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL - 30.0 pef Defl Ratio: 14/240 TC: W240 Tp5.0 Version T6.2.3 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. _ ]ob Name: ORSILLO BI, ' X -LOC FE4Cr SIZE REJ2'D 1 0- 1-12 1200 3.50" 1.50" 2 35-10- 4 1200 3.50" 1.50" TC F112C£ AXL END CSI 1-2 -1950 .09 .35 .44 2-3 -1841 .08 .34 .42 3-4 -1394 .12 .71 .84 4-5 -1841 .08 .34 .42 5-6 -1950 .09 .35 .44 ' BC FCRCE AXL BDID CSI 7-8 1678 .16 .28 .44 8-9 1350 .13 .38 .50 9-10 1349 .13 .38 .50 10-11 1678 .16 .28 .44 6EB FCRCE CSI TAEB FCRCE CSI 2-8 272 .09 4-9 196 .08 3-8 455 .21 4-10 455 .21 3-9 196 .08 5-10 272 .09 M 1>mZIN (span) • L/999 IN MEM 8-9 (LIVE) 1F - .13" I1= -.11-1 T= -124" --= Joint Lo atia'>_s 1 0- 0- 0 7 0- 0- 0 2 7-10- 0 8 9- 0- 0 3 13-11- 4 9 18- 0- 0 4 22- 0-12 10 27- 0- 0 5 28- 2- 0 11 36- 0- 0 6 36- 0- 0 BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Springs, CO 80907 Tp5.0 Version T6.2.3 BC 2x4 DFL #1 & Btr. 4m 2x4 M SI7*EAM RAZE VALLES PER IMO RF� REEF #1607. Traded for 10 PSF ncn-caYalr t HSL . 1x4 min. ccr& aas lateral bracing attadued to flat TC vkjere indicated w/ 2-10d nails each. Lu ber mast be structural. grade. B ace Q 24" o.c. unless noted cthexwise. T 7-3-4 l= 0-4-3 Truss ID: D4 Qty: WmpcIASI/IPI - 1995 S UE Ca C51TE I E%= OF BEARI1S m shoat are lased aZY cn the truss material at each bearing. t�;A mast be provided to avoid perriu'g. E3ATTD� HT�Sm IN aEEN LLM2ER VAI115. M -lis truss is designed using the me -97 Code. Bldg Etclosed = Yes, End 7ciie = No Hnricane/Oxait Line = No , ExpCateqc=y = C BicigL � 80.00ft, Bldg width = 50.00ft, Mean root height 23.64ft, ME = 80 C1<Issification = 4, Dead Load = 14.0 pef 7-107-10 0 1 6-1-4 J 8-1-8 6-1-4 7-10-00 7-10-0 13-11-4 22-0-12 28-2-0 36-0-0 13-10-3 13-10-3 �l 2 '3 '4 5 6 t 8-1-8-� 6.00 MENLO � tides - based cn d� k -.=-g zuplied sd�edale: ttwc o.c. fran to TC 24.0" 13-10- 3 22- 0-12 UPLIFT crO-Vpert l IN(5440# st Fp 2 -440# 8-3-0 SHIP 0-4-3 Q?�O ESSION'N �~ Fs --I No. C 45�. 82 � Exp. 12/31/02 \`STT CN1L CF CAL! FOFi 3/ 14/2001 Scale: 1/8" - 1' WO: OR92HERC Customer Name: ORSILLO DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dan Ratio: W240 TC: LI/240 -0 7 8 9 10 11 9-0-0 9-0-0 9-0-0 9-0-0 9-0-0 18-0-0 27-0-.b 36-0-0 " 18 (18a " 11 is Truswal Systems Plates are 20 ga. unless ehown by Circled -plates and/�f t^lee "H"(16 ga.), positioned per Joint Report. ^ frame latex are ositioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractq& �d by the component cture d d ' 84.0 WT: 142 # !� This design is for an individual building component not truss system. It has been based on specifications provided with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensi to G JF #LC = 10 in accordance verified by the component manufacturer mid/or building designer prior to fabrication. The building designer must ascertain that the loads util' n thi design meet or exceed the loading impaled by the local building code and the paticular application. The design assumes that the top chord is laterally directly unless otherwise noted. C Ye6 16.0 ps f -'7 braced by the. roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material attached, shall not be in any environment that /TC Dear 7.0 ps f Bracing shown is for lateral support of components members only to reduce buckling length. This component placed content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Lim .0 PS will cause the moisture accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' -Wood Truss Council of America Standard Design METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC 61:. 7.0 ps f ��• Responsibilities, 'HANDLING INSTALLING AND BRACING SUMMARY SIIEET' by Till. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 30.0 psf Paper Association (AFPA) is located at III l 19th Street, NW, Ste 800, Washington, DC 20036. Q?�O ESSION'N �~ Fs --I No. C 45�. 82 � Exp. 12/31/02 \`STT CN1L CF CAL! FOFi 3/ 14/2001 Scale: 1/8" - 1' WO: OR92HERC Customer Name: ORSILLO DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dan Ratio: W240 TC: LI/240 Job Name: ORSILLO CSI Bl. X -LOC REACT' SIZE REQ'D TC 2x4 DFL #1 & Btr. 1 0-1-12 1200 3.50" 1.50" BC 2x4 DFL #1 & Btr. 2 35-10- 4 1200 3.50" 1.50" IEB RXE VAUM3 � ICED PEI= #1607. TC FcRM AXL END CSI Loaded fcr 10 PSF mroaaa xerlt BCLL. 1-2 -1949 .10 .35 .45 1x4 rain• c=tirmcus lateral brag attad-jad to flat TC vhers indicated. w/ 2-10d nails 2-3 -1841 .08 .34 .42 each. I>mber must he structural grade. 3-4 4-5 -1394 -1842 .12 .08 .72 .84 .34 .42 Bra oe Q 24" o.c. unless noted otherwise - 5 -6 -1949 .10 .35 .45 BC FCi2CE AXE, END CSI 7-8 1676 .16 .28 .44 8-9 1350 .13 .38 .50 r 9-10 1350 .13 .38 .50 10-11 1676 .16 .28 .44 VM FCRCE CSI FEB F= CSI 2-8 273 .09 4-9 196 .08 3-8 458 .21 4-10 458 .21 3-9 196 .08 5-10 273 .09 MAX IFFIECTICN (spars) ' : of ITCW-d 1/999 IN MEM 9-10 (LIVE) TC LF -.13" D= -.31" Z` -.24" Rep bibr Band 1.15 - Joint Locat.irns = psf 1 0- 0- 0 7 0- 0- 0 BC Dead 2 7-10- 0 8 9- 0- 0 Design Spec UBC -97 3 13-11- 4 9 18- 0- 0 4 22- 0-12 10 27- 0- 0 5 28- 2- 0 n 36- 0- 0 6 36- 0- 0 8-3-4 0-4-3 Truss ID: D5 Qty: spec AlSI/'IPT - 1995 gI7S >rS1 iS THE l3S'8 -I'm 1lo� fes' BE*,Uz Lim shoal are based ONLY cn the truss trater1al at earls b- iV- Llraurge mast be prWided to avoid paYbm- pIAT= RZEW IN CLQ II.IEER VAIIES. This truss is designed using the U9C-97 Cbde. Bldg Enclosed Yes, Enad Zaae =Ido Iinrrcu-e/Cbe l Line = No , E p C ategm.Y = C Bldg oh L = 80.00ft, Bldg Width = 50.00ft, Mears roof height - 24.14ft, MPH = 80 Classificaticn = 4, Dead Load = 14.0 pef 7-10_=0 6-1-4 8-1-8 6-1-4 7-100 7-10-0 13-11-4 22-0-12 28-2-0 36-0-0 15-10-3 15-10-3 r 1 2 3 ' 4 5 6 i �8-1-8 -6.00 1 This des' based cn dxxd bracing applied per the fill --i ed�edrle: to . trwc o.c. fran TC 24.0" 13- 3- 7 22- 0-12 Upl *PcrttG11 IN(S440 a.>ppc>rt 2 -440# 7 8 9 10 11 9-0-0 9-0-0 9-0-0 - 9-0-0 9-0-0 18-0-0 27-0-0 36-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) "g{w, H"(16 ga.), positioned per Joint Report. Ci:rbled'plates and f frame Plates are positioned as shown above. ® WARNING Read all notes on this sheet and give a.eopy of it to the Erecting�ontractor. f, C-;'& p� This design is for an individual building component not truss system. It has been based on specifications provided by the comport�ii u }ured��bggi in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Di�ons arlyto� B L[.1 SAR MFG]Bracing verified by the component manufacntrer and/or building designer prior to fabrication. The building designer must ascertain that the lou s utilized s design meet or exceed the lading imposed by the local building code and the palicular application. The design assumes that the top chord is L� e , y braced by the roof or flour shealhutg and the,bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. ® LLC shown is for Literal support of components members only to reduce buckling length. This component shall not be placed in any environment that Will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in TRUSIVAL SYSTEMS/TPI 1', 'W accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI 1' - Wood Truss Council of America Standard Design 4445 NorWpark Dr., Colo Springs. CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TpS . 0 Version T6.2.3 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 9-3-0 •SHIP 0-4-3 Q� ss9� -� No. �04982 rn X Exp, 1231102 \NIL 3/14/2001 Scale: 1/8" . 1' * 8.9,.3 WT:149 # WO: OR92BERC [v` a Custcmter Name: #LC = 10 ORSILLO : of ITCW-d DurFaca L=1.25 Po1.25 TC 7 0 s f Rep bibr Band 1.15 BC Live,0 psf O. C.Spaciaag 2- 0- 0 BC Dead �. psf Design Spec UBC -97 L1=fl Ratio: 141240 TC: Li/240 TOTAL 30.0 psf job Name: ORSILLO Elm X -IDC RE4CT SIZE REQ'D 1 0- 1-12 1200 3.50" 1.50" 2 35-10- 4 1200 3.50" 1.50" TC FCRCE AXL END CSI 1-2 -1993 .03 .25 .28 2-3 -1831 .03 .25 .28 3-4 -1256 .06 .16 .22 4-5 -1256 .06 .16 .22 5-6 -1831 .03 .25 .28 6-7 -1993 .03 .25 .28 BC FCS AXE, HID CSI 8-9 1730 .16 .27 .44 9-10 1339 .13 .38 .51 10-11 1339 .13 .38 .51 11-12 1730 .16 .27 .44 VM FCRZE CSI WEB FERC£ CSI 2-9 283 .09 5-10 -465 .22 3-9 432 .18 5-11 432 .18 3-10 -465 .22 6-31 283 .09 4-10 893 .57 M4X IEFL=CN (spit) 1/999 IN MEM 9-10 (LU E) IF -.14" D= -.12" T= -.25" Joint Lxaticns == 1 0- 0- 0 7 36- 0- 0 2 6- 9-' 0 8 0- 0- 0 3 13- 5- 0 9 9- 0- 0 4 18- 0- 0 10 18- 0- 0 5 22- 7- 0 11 27- 0- 0 6 29- 3- 0 12 36- 0- 0 BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 NonliparL• Dr., Colo Springs. CO 80907 Tp5.0 Version T6.2.3 TC 2x4 DFL #1 & Btr. BC 2x4 EFL #1 & Btr. IVES 2x4 EFL S'PIIIDARD Platirzj spec : THUS rMICN IS THE CaIFCSITE RES'CII.(I' O EEARDZ REpAIEIIM shan are based CIILY m the truss material at each bearM. Pf AjE VALM FER IMO MSUTC i FEY= #1607 pLpaII IASFD CIT GEEK IUvIKR VAUES. 9-4-3 0-4-3 'russ ID: D6 Qty: Cer,cteB the rec�»sanat for lateral bracing tat each location shorn. Lateral br arethe ukureE include tl-je h,; l cirri are the ibility of the � PR}1C£-IT rtsy be de� �al bracing trusses fors�pac-; 24"Aec. Alternatively use scabs or T -bracts as &Xoom on Tru - Systems stan3ard detail 0001003160. Icaded fcr 10 PSF r7rn-caxxment BCL. 6-9-0 6-8-0 4-7-0 4-7-0 6-8-0 6-9-0 6-9.0 13-5-0 18-0-0 22-7-0 29-3-0 36-0-0 �- 1800 3 l4 5 180-0 6 7 1 2 1-6.0-0 00 -6.00, 4-4 2 DrwLr:LUU1 V/JV70-u vPLmF1T� 1 t2Q(S440 support 2 -440# This tivss is desig a usirr� the LIQ -97 Cbde. Bldg I3r-1t eed = Yes, FYri Ycne = bb, Hl cane/Czean Lube = No ,Category = C Bldg �th - 80.00ft, Bldg Width = 50.00ft, mean r height = 24.67ft, MPH = 80 C7assificatiah = 4, Dead Lcad = 14.0 psf 8 io 11 12 9-0-0 l9-02--0-i-00� tet: 9-0-0 18-0-0 27-0-0 p s,A36 � L t Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or s gni A "H"(16 ga.), positioned per Joint Report_ Circled plates and false r`a� d +'" WARNING Read all notes on this sheet and give a -copy of it to the Erecting Contractor. n This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done e in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or flax shwthing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Literal supppoA of components members only to reduce buckling length. This component shall not be platted in any environment that will cause the moisture coven of the wood to exceed 19% mrd/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following st und:trds: 'JOINT DETAILS% by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (APPA) is loaded at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 10-3-15 SHIP s 0-4-3 TSF: Dscnr: Q�v M iu N0. 45992 X * Exp. 12/31 /02 01 CNOF C 3/14/2001 Scale: 1/8" . 1' # WO: OR92EERC Custotner Name: 10 1 ORSILLO TC Live .F 16.0 -psf TC Dead 7. j0 �s f BC Live .0 psf BC Dead 7.0 psf TOTAL 30.0 psf DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 D_fl Ratio: L/240 TC: W240 Job Name: ORSILLO Sir, ' X -LCC REACT SIZE RE121D 1 0- 1-12 1200 3.50" 1.50" 2 35-10- 4 1200 3.50" 1.50" TC FORCE AXI, HID CSI 1-2 -1993 .03 .25 .28 2-3 -1831 .03 .25 .28 3-4 -1256 .06 .16 .22 4-5 -1256 .06 .16 .22 5-6 -1831 .03 .25 .28 6-7 -1993 .03 .25 .28 BC PUKE AXI, EM CSI 8-9 1730 .16 .27 .44 9-10 1339 .13 .38 .51 10-11 1339 .13 .38 .51 11-12 1730 .16 .27 .44 NIEB PUKE CSI WEB FORCE CSI 2-9 283 .09 5-10 -465 .22 3-9 432 .18 5-11 432 .18 3-10 -465 .22 6-11 283 .09 4-10 893 .57 MAX LgI.F]rTTCN (span) - L/999 INMETl 9-10 (LIVE) L= -.14" D= -.12" 1- -.25" _= Joint Locatiais ===== 1 0- 0- 0 7 36- 0- 0 2 6- 9- 0 8 0- 0- 0 3 13- 5- 0 9 9- 0- 0 4 18- 0- 0 10 18- 0- 0 5 22- 7- 0 11 27- 0- 0 6 29- 3- 0 12 36- 0- 0 TYPICAL PLATE : 1.5-3 TC 2x4 DFL #1. & Btr. BC 2x4 DFL #1 & Btr. WEB 2x4 DFL S1PIIDARD CEL ELK 2x4 DFL S7 platim spec : Pi35II'M - 1995 TFIIS rESICN IS TEE t mpmr1E 12m= CIF EEARIIz RF;pIFl1'EN1S shat are based CNLY ca the muss material at each bearing. Loaded for 10 PSF rm-ccr= ertt PnT . PLA= BASED CN GzEEN LIIIEEt VALLES. 9-4-3 0-4-3 Truss ID: D7 Qty: D=ctes the rmuirems7t for lateral ktracirtg ® �� iechrnir•1 . or X�fcdng are the �ibiI ity of the kuildirly •��, terns�HWE-rr may be arcortin -ZS lateral bracing - trttsses sra�oed 24" ac. Alternatively, use scalls or fi braa� as sb:;, z cn TYut� cul System standard detai I CD01003160. pt=VAVAUES IER-I(BO REM*K I REMU #1607. Cable bloolm are 2x 4 Q 16.0 in. o.c. M - <It is assured that one ft� this sheathed truss < is with pl siding. If not, < edditnortal loads mast be oa-tsid=ed on < n n-cor±inaaas bearing s e blocks. ve sie adequate eta�alesl� ;bl era] hramrx J. see TYus alsgable bracing detatl(s)- Lateral 1 an line with the d>zds have rot been oornidered unless noted otherwise. '4rse loads arra their cor rtectione are the responsibility of the buildin3 designer. 6-9-0 6-8-0 J 4-7-0 4-7-0 6-8-0 J 6-9-0 6-9-0 13-5-0 18-0-0 22-7-0 29-3-0 36-0-0 18-0-0 I x-0-0 t 1 23 t4 5 6 7 6.0- -6.001 4-4 1 Drwg:LUU1V/su70-u UPLIFT FEAC1 aQ(S440 t 2 -440# brie En. ie designed Using the LEC -97 axle. Bldg Enaosed = Yes, R -,d 7cne = No limiczm/ocean lane = No , F� rg Catey = C Bldg 80.00ft, Bldg Width = 50.00ft, Mem rcof knight. = 24.67ft, NFA = 80 Classification = 4, Dead Lcad = 14.0 psf ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Ow This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B L U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. ® LLC Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in TRUSwAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 4445 Northpark• Dr.. Colo Spr'mgs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HID -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TpS . 0 Version T6.2.3 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. �QpROFE3c�0� M Fes 10-3-15 -1 o C 5932 �7 SHIP * Exp- 2131 /02 0-4-3 `sT9n C/w- 3/14/2001 Scale: 1/8" = 1' 11 7,7.E .289 # WO: OR92HERC ��° j� Custcmter Name: -r k cS� tp ORSILIA TC LfVe 16 :T )PI Q TC Dead l t ? V-16-0-09 BC Dead 7.0 Fmf 8 -0-0 0-09 10 0' 11. -09 0' 12 -0` -0 9-0-0 18-0-0 27-0-0 36-0-0 by "18" (18' or t� f, Truswal Systems Plates are 20 ga. "H"(16 positioned per Joint unless shown Report. Circled ga.) plates and false--rV ga.), frame mates are positioned as shown above ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Ow This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B L U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. ® LLC Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in TRUSwAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 4445 Northpark• Dr.. Colo Spr'mgs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HID -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TpS . 0 Version T6.2.3 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. �QpROFE3c�0� M Fes 10-3-15 -1 o C 5932 �7 SHIP * Exp- 2131 /02 0-4-3 `sT9n C/w- 3/14/2001 Scale: 1/8" = 1' 11 7,7.E .289 # WO: OR92HERC ��° j� Custcmter Name: -r k cS� tp ORSILIA TC LfVe 16 :T )PI Q TC Dead l 7� 0'ps BC Live 0 p BC Dead 7.0 Fmf TOTAL 3� psf DurFacs L=1.25 P=1.25 -bpibr Bnd 1.15 .o:�C-spaoing 2- o- o Design Spec UBC -97 :'0`v '-Ratt,.., D=f1 o: 1t/240 TC: 1,/240 ob Name: ORSILLO Joint Locations -- 0- 0- 0- 0 10 2- 8- 0 2 2- 8- 0 11 4- 0- 0 3 4- 0- 0 12 5- 4- 0 4 5- 4- 0 13 6- 8- 0 5 6- 8- 0 14 8- 0- 0 6 8- 0- 0 15 9- 4- 0 7 9- 4- 0 16 10- 0- 0 8 10- 0- 0 17 10- 0- 0 9 0- 0- 0 hycr Assix Luion (AVIIA) iN hwaded :d 1111 191h Street, NW, Ste 800, Washington, DC 20036. TYPICAL PLATE : 1.5-3 K.A4,13M BLUSAR MFG ® LLC TRUSU'AL SYSTEMS 4445 Northpark Dr., Colo Springs, CO 80907 Tp5.0 Version T6.2.3 TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & Btr. M, ELK 2x4 LFL STJ>tCPRD IMME NALLES PER IMO 1 I F;E� #1607. Loaded fcr 10 PSF rarn-cm= rant BCI,. <It is assured that one face of this mass < is 4nathed with pl OSB, vood board If rot, < additional loads must be idiered on < urn ctsttirmc s bearing gables. [[ma�yy use adequate sta{ale� gable bloci�i. Cable studs trayLateral braciarj. See 1Yusnals Si e hracirsg detail(s)• Lateral loads in Brae with the did-, have rot been caBldered unless noted. otherwise. Tlese loads aryl their c=xr-tians are the responsibility of the building designer. Truss ID: El Qty: 1995gdl&,TicIS SOW-= RE= Cf' . MRn7PLE I11Z1D CASES. BPARII\-_ r=njaWIS shun are based QTLY on the trues niterial at each bearizV. PLA= BASED -CN aEEN IIIEEiR VATiES. R]d verticals awicp-d for axial loads only. F3rl verticals that are eDtencled above or belaw the truss profile (if any) tray reaiuise additiaal design cazsidesation ON others) for lateral forces (Am to wirri or seismic loads on the huildirz3. 2-8-0 2-8-0 2-8-0 .2-0-0 2-8-0 5-4-0 8-0-0 10-0-0 1 2 3 4 5 6 78 5-4-3 1 D njiS U1188 is aeBiTrea using the LEC -97 axle. Bldg Enclosed =' Yes, FYrd Zcrm No C linxic�e/0� Line = No ,nay Lagt1� = 80.00ft, Blaj wiarh = 5 .00ft, Mean roof height = 22.51ft, VS4 = 80 Classificatim = 4, Dad load = 14.0 psf BUTTE COUNTY iU 9 LD! NG DEPARTMEN ►. A DPROVED �o PROF ESS/C) P n'c 6-3-15 \o,'`y SSS t SHIP .J No. 0 5 82 xr * Exp 12/31/02 r _ CNI'L. a r 2-0-0' 10T 0-0 1 9 10 11 12 13 14 18 2-8-0 2-8-0 2-8-0 2-0-0,�, 2-8-0 5-4-0 8-0-0 10-0-0 i` b 3/14/2001 Truswal Systems Plates are 20 ga. unless shown by "18" (18 ga.) or s OV C0I13IIOUS�h'PO�R7ro jTr scale: 1/4" 1 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are ositioned as shown above. 32t..��`f7T54 O: OR92BERC WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. y This design is for an individual building component not truss system. It has been bagged on specifications provided by the component manufacturer and done ; be C1�stCrer Name: with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to Ds JF # _ in � • RSILLO accordance verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 sfe L=1.25 P=1.25 design meet or exceed the braced by the. roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 7.0 ps. length. This component shall not be placed in any environment that -Rep Mbr Bnd 1.15 Bracing shown is for lateral support of components members only to reduce buckling will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 ps f O. CrSpaeing - 2- 0- 0 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design7.0 psf 'HANDLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' -(HIB-91) and 'HIB -91 BC Dead Dea UBC -97 siga,,Spe Responsibilities, INSTALLING �� SUMMARY SI lPrT' by T111. The Truss PLate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 30.0 po f Defl Ratio: LV240 TC: 14/240 • hycr Assix Luion (AVIIA) iN hwaded :d 1111 191h Street, NW, Ste 800, Washington, DC 20036. job Name: ORSILLO EW. X -IOC RFAC.T SIZE RII2'D 1 0- 1-12 960 3.50" 1.50" 2 8- 1- 0 922 2.50" 1.50" TC FaxE AXL 110 CSI 1-2 -1102 .01 .20 .21 2-3 186 .00 .33 .33 BC FORM AX[, END CSI 4-5 971 .13 .32 .45 5-6 943 .32 .26 .39 WEB FCRM CSI WEB FORCE CSI 2-5 838 .34 3-6 924 .38 2-6 -1150 .31 MAR r> xxT=CN (span) ' L/999 IN MEM 4-5 (LIVE) Lr -.03" D= -.02" Z` -.05" = Joint Lccaticns 1 0-0-0 4 0-0-0 2 4- 6- 0 5 4- 6- 0 3 7-11- 4 6 7-11- 4 BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Northpark Dr., Colo Springs, CO 80907 Tp5.0 Version T6.2.3 TC 2x4 DFL #1 & Btr. BC 2:d DFL #2 WEB 2x4 DFL STPIAia3 RAZE VAUES PER Iao 1� I� #1607. L for 10 PSF naa-oatasrent B`IL. PLATIN BALD CN a;EEN LIMBER VAILES. a -A verticals designed for axial loads Only. ad verticals that are extended above or belcw the truss profile (if any) may retire ad3iticral design acmideraticn (by others) far lateral forces due to wird or seianic I eads On the h lcbxg. 4-5-5 4• IO -4-3 I 1 Truss ID: G 1 Qty: spec • APSI/TPI - 1995 g�S LE SIQi IS THE GD ffMTIE RE= tom' rjT= ICt1D CASES. BFARIIT SIS shorn are teased aXY On the truss state aal at Peihz!23C::i.31g is each bearirg. pr --•>t r On/tcpp� ee HIB-91)amd �I 1-1995; 10.3.4. aryl 10.3.4.6. 4-6-0 4-6-0 2 x6.00 3-8-4 8-2-4 0-4 3 84-4 4-3-13 4-5-5 sy IP ./2" GAP MAX Drwg: LUU1 V/.sVva-vLv UPLIFT RF MCN(S) : o4jxfft 1 -329# t 2 -316# IMI7t141AL mimw(S) 'Iles truss is designed using the UBC -97 Axle. Bldg F7cicse3 = Yes, F1d Zcm = No Hurries/Coean Line = No , Exp Cly = C Blog Iax[th = 80.00ft, Bldg Width = 50.00ft, Mean rccf helot = 21.99ft, MRA = 80 ClassificatiOn = 4, Dead Lcad = 14.0 pef ---- ---LOAD CASE #1 =ICif MASS ---------------- Dir L.Plf L.Lcc R.P1f R.Lcc LLV'M TC Vert 46.0 0- 0- 0 46.0 8- 2- 4 .70 BC Vert 189.6 0- 0- 0 189.6 7-11- 4 .49 r~� 4 4-6-0 ,5 6 3"83 -4 4-6-0 8-2-4 Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false-� °•, frame plates are positioned as shown above. I` s WARNING Read all notes on this sheet and give a.copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and doneChk A N 'bili is assumed for dimensional accuracy. Dimensions are to be ROFESS/04, J No. 04 82 Exp. 12/31/02 3/14/2001 Scale: 3/8" - 1' WO: OR92BERCom Custer Name: in accordance with the current versions of TPI and AFPA design standaesponsenr s. o rry sgnr: DJF #L = • { 1 -w - verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this "' design meet or exceed the loading imposed by the [teal building code and the paticular application. The design assumes that the top chord is laterally TC Live 3- p ace L=1.25 P=1.25 braced by the roof or fluor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 7.0 of Rep Mbr 13ad 1.00 Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live 0 ps f 9-..d.Spacing 2- 0- 0 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSUTPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Dead 7.0 pof Design Spec UBC -97 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 . SUMMARY SI LEFT' by'TPI. The Truss PLde Institute (TPI) is heated at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and n_fl Ratio: W240 TL: IV240 Paper A\SOCiatlnn (AIII'A) is hxndcd at I I I I I'rh Street, NW, Ste 1t00, Washington, DC 20036. TOTAL 30.0 psf ob Name: ORSILLO Locatiais = TJoint 0- 0- 0 18 0- 0- 0 2 6- 0- 0 19 6- 0- 0 3 8- 0- 0 20 8- 0- 0 4 10- 0- 0 21 10- 0- 0 5 12- 0- 0 22 12- 0- 0 6 14- 0- 0 23 14- 0- 0 7 16- 0- 0 24 16- 0- 0 8 18- 0- 0 25 18- 0- 0 9 18- 8- 8 26 19- 5- 0 10 19- 5- 0 27 21- 5- 0 11 21- 5- 0 28 23- 5- 0 12 23- 5- 0 29 25- 5- 0 13 25- 5- 0 30 27- 5- 0 14 27- 5- 0 31 29- 5- 0 15 29- 5- 0 32 31- 5- 0 16 31- 5- 0 33 37- 5- 0 17 37- 5- 0 Responsibilities, SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Lex.L Ratio: 1/240 'IC: 14/240 30.0 psf 'IC 2x4 EFL #1 & Btr. BC 2x4 EFL #1 & Btr. GL ELK 2x4 LFL SIPICAM RATE VALIES FFR ICBD ISI FEE= #1607. graded for 10 PSF r=-o=rnrrrett BC L,. <It is asstmred that one fare of this truss < is sheathed with pl 4513, wood board < siding cr sidir. If not, < additional leads must be Ecmidered ca < rah-caltinlats bearinges. use -bq-te e sbads able blocks. ]ate -al See Tnuslals rtaedq�grable litacinz3 derail (6). Lateral loads in l.ineewdth the dz�dst have not been considered unless noted otherwise. 'These loads aril timir oaatec cns are the responsibility of the building designer. Truss ID: Z 1 Qty: 2 platim specIS ANSI/'m - 1995 IIiTS LESIIN mE cavmcsrIB RFSIIIE' CF T LTIPLE LCAD CLSbS. gPRII,r� PIIS s x>n are bessecl Ct on the truss material at each bearing. pLA= BASED IN G;%II LIMBER VAL - 6-0-0 �. 4-0-0 �. 4-aO, 4.0-0 -i 3-5.0 4.0-0 �. 4-0-0 8-0.0 6-0-0 10-0.0 14.0-0 18-0-0 21-5-0 25-5.0 29-5.0 37-5-0 18-8-8, 8 8 8t 18-8-8 1 2 3 4 5 6 7 89 10 11 12 13 1-73.00 4 X15 16 17 �OU -3 001 U 'This truss is designed using the UBC -97 0 -de. Bldg Ehalosed = Yes, a -,d Zcne = No Hn-ricarre/Ooearz Line = No ,Category = C BldgLath 80.00ft, Bit, xdth = 50.00ft, mean rnot height = 22.40ft, h1PH = 80 Classification = 4, Dead Load = 14.0 psf T 4-9-10 TSHIP 0-1-8 MESS ,Q (A982 X YY Exp. 12/31/02 f �CM- 37-571 3751 sT�T �P 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 F OF CAUI . 6-0-0 �, 4-0-0 �, 4-0-0 4-a�. , 3-5.0 �, dam, 4-aO 8-0-0 6-0-0 10-0-0 14.0-0 18.0-0 21.5.0 23-5.0 29-5.0 37.5-0 3/14/2001 I'1'I'ICAL PLATE 1.5-3ee��, ruswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or ' F-WOVEP Wnq�TrJ•VS. PORT Scale: 1/8" 1' TH"(16 ga.), positioned per Joint Report. Circled plates and false A I� I frame plates are positioned as shown above. 82$ WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �,� WT :132 # WO: OR92BERC ®TBFa This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and do C is for dimensional accuracy. Dimensions are to be 91 6 Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility assumed D by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Ll = 10 ORSILLO B LU SAR MFG verified design meet or exceed the landing imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC L1%6:A directly attached, unless otherwise noted. psf DurFacs L=1.25 P=1.25 ®LLC braced by the .roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material w� s f Re b1br Bnd 1.15 J� `� �srp p Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live - 0 psf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMSaccordance 0-0-0-5 Northpark Dr., Colo Springs, CO 80907 with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead r T: 0 psf Design Spec UBC -97 Responsibilities, SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Lex.L Ratio: 1/240 'IC: 14/240 30.0 psf TpS . 0 Version T6.2.3 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. ITOTAL Job Name: ORSILLO EIEG X -LOC REACT SIZE REQ'D 1 0- 1-12 315 3.50" 1.50" 2 5-10- 3 129 1.50" 1.50" 3 7-10- 8 89 1.50" 1.50" TC FORCE AXL END CSI 1-2 -82 .00 .26 .26 2-0 -1 .00 .00 .00 BC F= AXL END CSI 3-4 137 .00 .18 .18 4-0 0 .00 .00 .00 PIAX EEFI 'i•rCN (EPR11) - L/999 IN MFM 3-4 (LIVE) LF -.07" D= -.06" Z` -.14" Joint Lccatirns ===== 1 0- 0- 0 3 0- 0- 0 2 7-11- 4 4 7-11- 4 BLUSAR MFG '® LLC TRUSIVAL SYSTEMS 4445 Northpark Dr., Colo Springs, CO 50907 Tp5.0 Version T6.2.3 B BC 2x4 LFL #1 & Btr. prnUE VALJE.S PER ICB3 1 I IM' #1607 Lcaded for 10 FSF nn -ca -,O welt BOLL. Location of interior bearings shaild be clearly rtarked on eadh truss. Shim bearings (if needed) fcr req. stigapent. I Truss�ID: Q1 plating Spec : AIUVIPI - 1995 THIS LESIcN IS ME t72r1iCSITE RESULT Com' nmP E IIIDD CASES. EEApM\r. sham are based ONLY ah the truss material at each bearing. Interior support or terperaiy shoring nest be in place befcxe erecting this truss. PLATIN BASED CN C12EIN UPM VAI.I - 7-11-4 7-11-4 I Drwg: -UU1 Ui Jv70-u UPLIFT RDETICN(S) : OATcrt 1 -86# st port 2 -112# REP=ays) aul:pCirt 11 137# strlpmt 3 137# This truss is designed usirs3 the LBC -97 C cle. Bldg avlose3 = Yes, End Zcre = No Hn-ricme/Ccem Line = No , Exp Cate9cry = C 80.00ft, Bldg Width = 50.00ft, D� �heig�it = 21.49ft, MPH = 80 Classificatiah = 4, Dead Lead = 14.0 psf 3-3-10 2-0-0 r 4 3 7-11_4 Truswal Systems Plates are 20 ga. unless shown by "18"'7-li-a (18 ga.) or OVER 3 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are. ositioned as shown above. WARNING /lead all notes on this skeet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to eiceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is lux Ied at I I I 119th Street, NW, Ste 800, Washington, DC 20036. 4-3-6 SH P TSF: '1�2s0 CIO Dsgnr: TOf L .-q TC ead BC Li4 BC Dead s� TOTAL �p ? RO F E. 10p �-`,N� M Ft$�S Fes. tt- --1 45982 X Exp. 12/31/02 'S'l,9 � CNIL \OF CAUFO� �P 3/14/2001 Scale: 13/32" 1' 20 # WO: OR92HERRC Customer Name: = 10 ORSILLO 0 psf DurFacs L=1.25 P=1.25 �b psf Rep Mbr Bnd 1.15 psf O.C.Spacing 2- 0- 0 .0 psf Design Spec UBC -97 VV — Defl Ratio: L/240 TC: L/240 )-.-D :. Ps f job Name: ORSILLO EW, X -LOC REACT SIZE REJ2'D 1 0- 1-12 361 3.50" 1.50" 2 7-10- 3 49 1.50" 1.50" 3 7-10- 8 309 1.50" 1.50" TC FCRM AXL EM CSI %*pczt 3 This truss is 1-2 -180 .00 .25 .25 LBC -97 Cbcle. 2-3 -65 .00 .25 .25 Bldg B-icaosed 3-0 -1 .00 .00 .00 arrricane/0--ear Ldne = No , Exp Category = C Width 50.00ft, BC I= AXE, RM GSI 80.00ft, Bldg = 21.99ft, MPH = 80 4-5 119 .01 .16 .18 5-0 0 .00 .00 .00 FM FCRCE CSI 11 EB F13K£ CSI 2-5 -280 .08 PM t EFIFr't'rCN (span) ' 1/999 IN MEM 4-5 (LIVE) L� -.06" D= -.06" T= -.12" Joint Location - 0- 0- 0 4 0- 0- 0 2 6- 5- 0 5 7-11- 4 3 7-11- 4 BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Northpark Dr., Colo Springs. CO 80907 Tp5.0 Version T6.2.3 BC 2x4 DFL #1 & Btr. / V WEB 2x4 DFL Sly plATE VAUkS FM I®0 REQ REFM #1607 Loaded for 10 FSF rm-mrcurrent BaL. Interior support or tetpoary slcriM trust be in place before erecting this truss. FSATIIII; BASTII CN GUN IIFM VALLES. 4-3-10 IO -4-3 Truss' I D: Qty: p�=tura spec : ;MI/TPI - 1995 THIS i&IIN LS TBE am�csi1E FE= OF r4=PLE LOAD aLqES. EE}lR2G RE¢JIFEvENM eha ai are based CNLY on the truss material at eadl bearing. Location of interior bearings sho.Ad be clearly marked an earn truss. Shim beau= -9s (if needed) for req. a>F:port. 6-5-0 1-6-4 6-5-0 7-11-4 1 2 3 r 6.00 4-3-10 1 5-3-6 S1 IP C UPLIFT REACPICN(S) : auppcst 1 -102# _ HMI RFAC.ZZC[Q((SS) %*pczt 3 This truss is 186# designed using t1 - LBC -97 Cbcle. Bldg B-icaosed = Yes, Ehd Zone = No arrricane/0--ear Ldne = No , Exp Category = C Width 50.00ft, Bldg i 80.00ft, Bldg = 21.99ft, MPH = 80 Mesa rmf P; = (Iassificaticn = 4, Dead Lcad = 14.0 psf 2-0-0 i 7-11-4 ; 4 5 7-11-44 7-11-4 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER 3 SUPPORT H"(16 ga.), positioned per Joint Report. Circled plates and false - - T+;2 WARNING Read all notes oil this sheet and give a copy of it to tile TBF: 16.0 W e Erecting Contractor. ��F'9° This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done chk: in accordance with the s9� current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be D : JF verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized an this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live Vn00p13f braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. !Rs Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 7sf will cause the moisture content of the wood to exceed 199. and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live f accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Dead '°7.0 psf Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 30.0 psf Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 5. 12/31/02 CNIL /, 3/14/2001 Scale: 5/16" - 1' WO: OR92EERC Customer Name: ORSILLO DurFacs L=1.25 P=1.25 Rep Mbr Bad 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dell Ratio: LV240 TC: Lt/240 4 ater I clearances (Uniform Plumbing Code 408.5). r bower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412:7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all. loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 4. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building ' that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. 4 Elevations and wall constriction details complete enough to constrict building. Roof construction details complete enough"to construct building. Fireplace construction details and calculations'if necessary. Garage door header size(s). orch header size(s). ypical header size(s). . Stud heights. gh expansive soil — special foundation design required. Retaining walls requiring design. Gypsum wallboard nailing inspection required. the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no ' more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Constriction - design requirements must be shown on the building plans. lectric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. 1VIISCE'liANEOUS ITEMS: Staiiway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code. section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 'Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code. section 1505). ound requirements; Energy design compliance and supporting documentation. . PF responsible"area requirements. � BUILDING PERMIT REQUIREMENTS: 1. 2. ❑ Flood elevation certificate',. 3. ❑ Fire Sprinklers required 4. ❑ Special Inspection requirements. - 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 a RESIDENTIAL PLAN REVIEW GUIDE: SINGLE FAMILY, D UPLEX AND MISCELLANEOUS ONLY Owner: &t4 Building Permit Number: Plans Examiner: Linda Simpson A. P. Number: ENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard_ Special conditio n arcel Map: Noise ❑ SRA L& Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Rout and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) LOOR PLAN: . Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). FCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 2.10). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath j or bedroom (Uniform Plumbing Code section 509.0). tFel burning equipment shall not be installed in a closet, bathroom or a room -re - y usable as a bedroom, or in oom, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). rage firewall separation - required on garage side including supporting walls and posts (Uniform Building de section 302.4 exception #3). nder no circumstances shall a private garage have any opening into a room used for sleeping purposes niform Building Code section 312.4). ood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). moke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 -- CF -1F Project Title........... SPEC. HOME Date..08/13/01 09:59:1] Project Address........ LOT 92 HERCULES OROVILLE AVE.******* *v6.01* ------------ - i- q�/ -' -- ...__._...__...__/._........!`'......._ Documentation Author... WILLIAM H. FOX Fox Company ******* ...................... Bu'lding e mit # L%..................���lf.�..................... 3995 Olive Hwy. Plan Check / Date Oroville, CA 9596 _ ................................................. 530-533-2730 Field Check/ Date Climate Zone........... 11 ----------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-ORS1772 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-HOUSE ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1772 sf Single Family Detached New Front Facing 45 deg (NE) 1 1 Slab On Grade 18.2 % of floor area 0.39 Btu/hr-sf-F 0.38 10 ft BUILDING SHELL INSULATION Component Frame Cavity. Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments ------------ ------------------------------------- ----------------------- Wall Wood R-13 R-0 R-13 0.088 GARAGE, OUTSIDE Roof Wood R-11 R-27 R-38 0.025 Attic Door None R-0 R-0 R-0 0.330 Solid Wood S1abEdge None R-0 R-0 F2=0.760 SlabEdge None R-0 R-0 F2=0.510 Floor Wood R-19 R-0' R-19 0.037 FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins -------------------- ----- ------ ----------------------------------- ----- Window Front (NE) 6.0 0.350 0.350 Standard Standard Yes Window Front (NE) 6.0 0.350 0.350 Standardrr d t..� Yes Window Front (NE) 8.0 0.370 0.390 Standard None Window. Front (NE) 20.0 0.370 0.390 Stan dar.,aj r ;', None Window Front (NE) 8.0 0.370 0.390 St"fir !`�� ar ar. None Window Front (NE) 3.0 0.350 0.350 Sta da� andard None Window Front (NE) 10.0 0.350 0.350 StaP•d Standard None Window Front (NE) 3.0 0.350 0.350 Standard Standard None I CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... SPEC. HOME Date..08/13/01 09:59:11 ---------------- MICROPAS6 v6.01 File-ORS1772 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-HOUSE --------------------------------------------------------------------------- ---- FENESTRATION Over - Area U- Interior Exterior hang/ Orientation -------------------- (sf) ----- Factor ------ SHGC ------ Shading --------------- Shading Fins Window Left (SE) 9.0 1.060 0.670 Standard -------------- Standard ----- None Window Left (SE) 15.0 0.370 0.390 Standard Standard None Door Left (SE) 33.0 0.350 0.350 Standard Standard Yes Window Back (SW) 20.0 0.370 0.390 Standard Standard Yes Window Back (SW) 15.0 0.350 0.350 Standard Standard Yes Door Back (SW) 33.0 0.350 0.350 Standard Standard Yes Window Back (SW) 15.0 0.370 0.390 Standard Standard Yes Window Back (SW) 6:0 0.650 0.400 Standard Standard Yes Window Back (SW) 10.0 0.350 0.350 Standard Standard Yes Window Back (SW) 6.0 0.350 0.350 Standard Standard Yes Window Back (SW) 10.0 0.370 0.390 Standard Standard Yes Window Back (SW) 10.0 0.370 0.390 Standard Standard Yes Window Right -(NW) 16.0 0.370 0.390 Standard Standard Yes Window Right (NW) 20.0 0.370 0.390 Standard Standard Yes Window Right (NW) 20.0 0.370 0.390 Standard Standard Yes Window Left (S) 10.0 0.370. 0.390 Standard Standard Yes Window Back (W) 10.0 0.370 0.390 Standard Standard Yes SLAB SURFACES ------------- Area Slab Type ---------------- (sf) ------ Standard Slab 1398 HVAC SYSTEMS Refrigerant ------------ Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermosta Type ------------ Efficiency Airflow Location R -value Leakage D Type Furnace ------------ 0.800 ------- AFUE ----------- n/a Attic ------- R-4.2 ------- ------ No No --------- Setback ACSplit 12.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulatio Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ Storage ----------- Gas ------------------- Standard ------ 1 -------- ------ 0.60 50 -------- R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1F Project Title.:........ SPEC. HOME Date..08/13/01 09:59:1.1 --------------- MICROPAS6 v6.01 File-ORS1772 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-HOUSE ------------------------------------------------------------------------------- REMARKS COMPLIANCE STATEMENT --------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... STEVE ORSILLO Name.... WILLIAM H. FOX Company. ORSILLO CONSTRUCTION Company. Fox Company Address. 26 RIDGEVIEW Address. 3995 Olive Hwy. OROVIL"LE CA. 95966 Oroville, CA 95966 Phone... 530-589-4202 Phone... 530-533-2730 License. B-542034 Signed................................ .................. ...... ....... _....... ..... _.._........... ..._............... _._....................... Signed. _........._..._..._......_.._......................__ ..........lea (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed..... ... .... ................. ......................... _._........................................ _........................ ............ (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 - MF -1F Project Title......, .. SPEC. HOME Date..08/13/01 09:59:11 Project Address........ LOT 92 HERCULES AVE. ******* --------------------- OROVILLE *v6.01* Documentation Author... WILLIAM H. FOX ******* Building Permit # Fox Company ' 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 530-533-2730 Field Check/ Date Climate Zone.......,... 11 --------------------_ Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-ORS1772 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1809 User -Fox Company Run-HOUSE ------------------------=------------------------------------------------------ Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with ar asterisk (*) may be superseded by more stringent compliance requirements listec. on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties a� minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. / 150(b): Loose fill insulation manufacturer's labeled R -Value. .. *150(c): Minimum R-13 wall insulation in wood framed walls or ...._...._ ....,,_._.,.. equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. ./ 150(1): Slab edge insulation - water absorption rate no greater ....... ....._........ than 0.3%, water vapor transmission rate no greater than 2.0 Perm/inch. .118: Insulation specified or installed meets insulation quality / standards. Indicate type and form. r/ 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all ,joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 ............................ only. , 150(f): Special infiltration barrier installed to comply with ........................... Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances ............................ and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title........... SPEC. HOME Date..08/13/01 09:59:11 ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-ORS1772 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1809 User -Fox Company Run-HOUSE -------------------------------------'------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er mint 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. _.... ............. __ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. .............................. 150(,j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 5S degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603—and 604,,and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... SPEC. HOME Date..08/13/01 09:59:11 MICROPAS6 v6.01 File-ORS1772 Wth-CTZ11S92 Program -FORM MF -1R- User#-MP1809 User -Fox Company Run -HOUSE. --------------------7---------------------------------------------------------- resistance heating and no'pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. .......... __ .............................. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. .... ............. ....... ..... __..................... 1.50(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2., and recessed ceiling fixtures / are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 --_ C -2P Project Title.......... SPEC. HOME Date..08/13/01 09:59:11 Project Address........ LOT 92 HERCULES AVE. ****** --------------------- OROVILLE - *v6.01* Documentation Author... WILLIAM H. FOX ******* Building Permit # FoxCompany ......... _......... ............ .._................................. _............................ 3995 Olive Hwy. ; Plan Check / Date Orovi l l e , CA. 95966 ...... .......... ... _....... ............... _._...._.---......._..__..................... 530-533-2730 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-ORS1772. Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run -HOUSE ------------------------------------------------------------------------------- ----------------------------------------------------------------- = MICROPAS6 ENERGY USE. SUMMARY = ---------------------------- Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin = _----------------------------------------------------- _ Space Heating.......... 17.66 18.28 -0.62 = Space Cooling.......... 10.41 10.33 0.08 = Water Hbating.......... 14.09 12.26 1.83 = Total 42.16 40.87 1.29 = *** Building complies with Computer Performance ----------------------------------------------------------------- ----------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1772 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 45 deg (NE) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 17691 cf Slab -On -Grade Area......... 1398 sf Glazing Percentage......... 18.2 % of floor area Average Glazing U -factor... 0.39 Btu/hr-sf-F Average Glazing SHGC....... 0.38 Average Ceiling Height..... 10 ft COMPUTER METHOD SUMMARY F2 Insul Solar Page 2 C -2F Project Title.......... R-val SPEC. HOME HOUSE Date..08/13/01 09:59:11 MICROPAS6 v6.01 File-ORS1772 Wth-CTZ11S92 Program -FORM C -2R ------------------------------------------------------------------------------- User#-MP1809 User -Fox Company Run -HOUSE Type/SHGC HOUSE BUILDING ZONE INFORMATION ---- -------------- Floor Window ------------------------- # of (NE) 6.0 Vent Vent Air 45 Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type -------------- (sf) ----- (cf) ------- Units ----- itioned ------- Type (ft) ----------- (sf) Credit HOUSE (NE) 8.0 0.370 0.390 45 ----- -------- --------- Residence 1772 17691 1.00 Yes Setback 2.0 Standard No 90 Standard/0.76 5 OPAQUE --------------- SURFACES (NE) 8.0 0.370 0.390 Area U- Insul Act Solar Form 3 Location/ Surface -------------- (sf) ------ factor ----- R-val ----- Azm Tilt --- Gains Reference Comments HOUSE, ---- ----- ------------ ---------------.._ 1 Wall 198 0.088 13 45 90 No W.13.2X4.16 GARAGE 2 Wall 68 0.088 13 45 90 Yes W.13.2X4.16 OUTSIDE 3 Wall 92 0.088 13 45 90 Yes W.13.2X4.16 OUTSIDE 4 Wall 379 0.088 13 135 90 Yes W.13.2X4.16 OUTSIDE 5,Wall 62 0.088 13 135 90 Yes W.13.2X4.16 OUTSIDE 6 Wall 230 0.088 13 225 90 Yes W.13.2X4.16 OUTSIDE 7 Wall 76, 0.088 13 225 90 Yes W.13.2X4.16 OUTSIDE 8 Wall 353 0.088 13 315 90 Yes W.13.2X4.16 OUTSIDE 9 Wall 31 0.088 13 180 90 Yes W.13.2X4.16 OUTSIDE 10 Wall 31 0.088 13 270 90 Yes W.13.2X4.16 OUTSIDE 11 Roof 1772 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 12 Door 20 0.330 0 45 90 Yes None Solid Wood 13 Door 18 0.330 0 45 90 No None Solid Wood 16 Floor 374 0.037 19 n/a 0 No FC.19.2X8.16 PERIMETER LOSSES Interior Shad Type/SHGC ------------- Standard/0.68 Standard/0.68 Standard/0,68 Standard/0.68 Standard/0.68 Length F2 Insul Solar Surface ------------ .(ft) ------ Factor -------- R-val Gains Location/Comments HOUSE Area ------- ----- ---------------------- 14 S1abEdge 126 0.760 R-0 No 15 S1abEdge 24 0.510 R-0 No Interior Shad Type/SHGC ------------- Standard/0.68 Standard/0.68 Standard/0,68 Standard/0.68 Standard/0.68 FENESTRATION --------------------- SURFACES Area U- Act Exterior Shade Orientation ---------------------- (sf) ----- factor ----- SHGC ----- Azm --- Tilt Type/SHGC HOUSE ---- -------------- 1 Window Front (NE) 6.0 0.350 0.350 45 90 Standard/0.76 2 Window Front (NE) 6.0 0.350 0.350 45 90 Standard/0.76 3 Window Front (NE) 8.0 0.370 0.390 45 90 Standard/0.76 4 Window Front (NE) 20.0 0.370 0.390 45 90 Standard/0.76 5 Window Front (NE) 8.0 0.370 0.390 45 90 Standard/0.76 Interior Shad Type/SHGC ------------- Standard/0.68 Standard/0.68 Standard/0,68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... SPEC. HOME Date..08/13/01 09:59:11 MICROPAS6 v6.01 File-ORS1772 Wth-CTZ11S92 Program -FORM C -2R ~~^~ User#-MP1809 User -Fox Company Run-HOUSE ------------------------------------------------------------------------------- Orientation ---------------------- 6 Window Front (NE) 7 Window Front (NE) 8 Window Front (NE) 9 Window Left (SE) 10 Window Left (SE) 11 Door Left (SE) 12 Window Back (SW) 13 Window Back (SW) 14 Door Back (SW) 1S Window Back (SW) 16 Window Back (SW) 17 Window Back (SW) 18 Window Back (SW) 19 Window Back (SW) 20 Window Back (SW) 21 Window Right (NW) 22 Window Right (NW) 23 Window Right (NW) 24 Window Left (S) 25 Window Back (W) FENESTRATION SURFACES Area U- Act Exterior Shade (sf) factor SHGC Azm Tilt Type/SHGC ----- ----- ----- --- ---- -------------- 3.0 0.350 0.350 45 90 Standard/0.76 10.0 0.350 0.350 45 90 Standard/0.76 3.0 0.350 0.350 4S 90 Standard/0.76 9.0 1.060 0.670 135 90 Standard/0.76 15.0 0.370 0.390 135 90 Standard/0.76 33.0 0.350 0.350 135 90 Standard/0.76 20.0 0.370 0.390 225 90 Standard/0.76 15.0 0.350 0.350 225 90 Standard/0.76 33.0 0.350 0.350 225 90 Standard/0.76 15.0 0.370 0.390 225 90 Standard/0.76 6.0 0.650 0.400 225 90 Standard/0.76 10.0 0.350 0.350 225 90 Standard/0.76 6.0 0.350 0.350 225 90 Standard/0.76 10.0 0.370 0.390 22S 90 Standard/0.76 10.0 0.370 0.390 225 90 Standard/0.76 16.0 0.370 0.390 315 90 Standard/0.76 20.0 0.370 0.390 315 90 Standard/0.76 20.0 0.370 0.390 315 90 Standard/0.76 10.0 0.370 0.390 180 90 Standard/0.76 10.0 0.370 0.390 270 90 Standard/0.76 OVERHANGS AND SIDE FINS Interior ShadE Type/SHGC -------------- Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ---------- (sf).Wdth ----- ----- Hgth ----- Dpth ---- Hght ---- Ext ---- Ext Ext Dpth Hght Ext Dpth HGhi HOUSE ---- ---- ---- ---- ---- ---- ---- 1 Window 6.0 1.0 6.0 6.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 6.0.1.0 6.0 6.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Door 33.0 5.0 6.67 14.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 20.0 4.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 15.0 3.0 5.0 9.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 33.0 5.0 6.67 9.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 15.0 3.0 5.0 9.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 6.0 3.0 2.0 9.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 10.0 5.0 2.0 9.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 6.0 3.0 2.0 9.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 10.0 2.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 10.0 2.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 16.0 4.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 20.0 5.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 20.0 4.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 10.0 2.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 10.0 2.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2F Project Title.......... SPEC. HOME Date..08/13/01 09:59:11. ' MICROPAS6 v6.01 File-ORS1772 Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-HOUSE ------------------------------------------------------------------------------- SLAB SURFACES ------------- Area Slab Type (sf) ----------------- ------ HOUSE Standard Slab 1398 HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulatiot Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.60 50 R- n/a REMARKS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duci Type -------------- Efficiency Airflow Location ------------------------------- R -value ------- Leakage --------- D Eff HOUSE -------- ------HOUSE Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.73' ACSplit. 12.00 SEER No Attic R-4.2 No No 0.64= WATER HEATING SYSTEMS Number Tank External in Energy Size Insulatiot Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.60 50 R- n/a REMARKS MVAC SIZING Page 1 - HVA( Project Title.......... SPEC. HOME - -- - Date..08/13/01 09:59:1j Project Address........ LOT 92 HERCULES AVE. *******--------------------_ OROVILLE *v6.01* Documentation Author... WILLIAM H. FOX ******* Building Permit # FoxCompany_._._..............._..............._................................ 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 530-533-2730 Field Check/ Date Climate Zone..... 11 --------------------. Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-ORS1772-Wth-CTZ11S92- Program -HVAC SIZING -- - User#-MP1809 User -Fox Company Run-HOUSE ------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude......... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range.. ........... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction........ 1772 sf 17691 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.30 HEATING AND COOLING LOAD SUMMARY -------------------------------- 45 deg (NE) Heating Cooling Description (Btuh) (Btuh) ----------- 7 ---------------------- ----------- ----------- Opaque Conduction and Solar...... 12503 5383 Glazing Conduction ............... 4981 3238 Glazing Solar .................... n/a 8255 Infiltration ..................... 10063 4131 Internal Gain........ .......... n/a 2550 Ducts ............................ 2755 2356 Sensible Load .................... 30302 25913 Latent Load ...................... ----------- n/a 7774 Minimum Total Load 30302 ----------- 33687 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. k CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1F ------------ Project Title........... CUSTOM HOME Date..02/14/01 09:32:0,-- Project 9:32:0:Project Address........ LOT 92 HERCULES AVE. ******* -------------------- OROVILLE *v5.10* Documentation Author... WILLIAM H. FOX ******* Building Permit # FoxCompany ... . ................... _.......... _............................... 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 ......... .... ..... _............................................................................... 530-533-2730 Field Check/ Date Climate Zone........... 11 ---------------- -_ _' Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5..10 File-ORS1772 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-ORS1772 -----------------------------------------------------------------------------. GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1772 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 45 deg (NE) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 18.2 % of floor area Average Glazing U-val.ue.... 0.55 Btu/hr-sf-F Average Glazing SHGC....... 0.66 Average Ceiling Height..... 10 ft Component Frame Type Type ------------ ------- Wall Wood Roof Wood Door n/a SlabEdge n/a SlabEdge n/a SlabEdge n/a SlabEdge n/a Orientation Window Front (NE) Window Front (NE) Window Front (NE) Window Front (NE) Window Front (NE) Window Front (NE) Window Front (NE) BUILDING SHELL INSULATION ------------------------- Cavity Sheathing Total Assembly R -value -------- R -value -------- R -value ------- U -value R� R-0 R-13 ------- 0.088 R711.:- R727 R-38 0.025 R=0 R-n/a R-0 0.330 R-0 R-n/a F2=0.720 R-0 R-n/a F2=0.900 R-0 R-n/a F2=0.500 R-0 R-n/a F2=0.550 FENESTRATION Area U- (sf) Value SHGC 6.01/0.510 0.670 6.0 ✓ 0.510 0.670 8. O / 0/530 0. 650 20.0✓ 0.530 0.650 8.0J 0.530 0.650 3.0,'0.510 0. 670 10.0 4.510 0.670 i ( Location/Comments ----------------------- Garage, Outside Attic Solid Wood II Interior Exterior Shading Shading Standard Standard Standard Standard Standar� Standard Standia tFxb f Standard Sta.r0td Ove r - hang/ Fins Yes Yes None None None None None SLAB SURFACES ------------- Area Slab Type (sf ) Standard Slab 1772 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency ----------------------------- Location ------------ R -value ------- Leakage Manual --------- CERTIFICATE OF COMPLIANCE: RESIDENTIAL Furnace 0.800 AFUE Attic Page 2 CF -1R Pro,ject Title........... CUSTOM HOME R-4.2 No No -------------------- Date..02/14/01 09:32:03 MICROPAS5 v5.10. File-ORS1772 Wth-CTZ11S92 Program -FORM CF -1R ---------------------------------------------------------------------,-�----------- User#-MP1809 User -Fox Company Run-ORS1772 FENESTRATION ------------ Over - Area U- Interior Exterior hang/ Orientation -------------------- (sf) ----- Value ------ SHGC Shading Shading Fins Window Front (NE) 3.0 0.510 ------ 0.670 --------------- Standard -------------- Standard ------- None Window Left' (SE) 9.0 1.400 0.730 Standard Standard None Window Left (SE) 15.0 0.530 0.650 Standard Standard None Door Left (SE) 33.0 0.510 0.650 Standard Standard Yes Window Back (SW) 20.0 0.'530 0.650 Standard Standard Yes Window Back (SW) 15.0 0.530 0.650 Standard Standard Yes Door Back (SW) 33.0 0.510 0.650 Standard Standard Yes Window Back (SW) 15.0 0.530 0.650 Standard Standard Yes Window Back (SW) 6.0 0.510 0.670 Standard Standard Yes Window Back (SW) 10.0 0.510 0.670 Standard Standard Yes Window Back (SW) 6.0. 0.510 0.670 Standard Standard Yes Window Back (SW) 10.0 0.530 0.650 Standard Standard Yes Window Back (SW) 10.0 0.530 0.650 Standard Standard Yes Window Right (NW) 16.0 0.530 0.650 Standard Standard Yes Window Right (NW) 20.0 0.530 0.650 Standard Standard Yes Window Right (NW) 20.0 0.530 0.650 Standard Standard Yes Window Left (S) 10.0 0.530 0.650 Standard Standard Yes Window Back (W) 10.0 0.530 0.650 Standard Standard Yes SLAB SURFACES ------------- Area Slab Type (sf ) Standard Slab 1772 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency ----------------------------- Location ------------ R -value ------- Leakage Manual --------- D Type Furnace 0.800 AFUE Attic R-4.2 --------- No No ------- Setback ACSplit 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System Storage Gas Standard 1 Tank External Energy Size Insulation Factor (gal) R -value 0.60 ' - 50 R- n/a RECEIVED t-9AY 10 2001 BUTTE COUNTY BUILDING DIVISION CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R 'Project Title.......... CUSTOM HOME Date..02/14/01 09:32:03 ---------------------------- MICROPASS v5.10 File-ORS1772 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-ORS1772 ------------------------------------------------------------------------------- REMARKS COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and.performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... STEVE ORSILLO Name.... WILLIAM H. FOX Company. ORSILLO CONSTRUCTION Company. Fox Company Address. 26 RIDGEVIEW Address. 3995 Olive Hwy. OROVILLE CA. 95966 Oroville, CA 95966 Phone... 5,89-4202 Phone... 530-533-2730 License. B-542034 Signed..............................................................................................................................................._....... Signed.. ............................. ........_x....1!0.....0/ (date) dat ) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ............................................................................................................................................... (date) MANDATORY MEASURES.CHECKLIST: RESIDENTIAL Page 1 MF-lP Project Title.......... CUSTOM HOME Date..02/14/01 09:32:03 Project Address........ LOT 92 HERCULES AVE. ******* --------------------- OROVILLE *v5.10* : Documentation Author... WILLIAM H. FOX ******* Building Permit # Fox Company 3995 Olive Hwy. Plan Check / Date O rovi l le , CA 95966 :.................. 530-533-2730 Field Check/ Date Climate Zone........... 11 ---------------------. Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-ORS1772 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1809 User -Fox Company Run-ORS1772 ----------- .-------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain thesE measures regardless. of the compliance approach used. Items marked with ar asterisk (*) may be superseded by more stringent compliance requirements lister on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties aE minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er / ment *150(a): Minimum R-19 ceiling insulation. ✓, 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 Perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls .1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have .label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all ,joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply.with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: t. ..............c/ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1F Project Title.......... CUSTOM HOME Date..02/14/01 09:32:0. MICROPASS v5.10 File-ORS1772 Wth-CTZ11S92 Program -FORM MF -1R -- -- User#-MP1809 User -Fox Company Run-ORS1772 ------------------------------------------------------------------------------- a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control / 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES _--------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and / faucets certified by the Commission. .................✓............ 150(h): Heating and/or cooling loads calculated in accordance / with ASHRAE, SMACNA or RCCA. .......... (/ .................. 150(i): Setback thermostat on all applicable heating and/or _ / cooling systems. / .............................. 150(1 ) :. Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6 -Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans .................. _.......... 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R74.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or. UL1818 and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers.. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually / operated dampers,c/ .. _.......................... 114: Pool and Spa Heating Systems and Equipment 1. System is -certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF-1F ---------- Pr`oj'ect Title.......... CUSTOM HOME Date..02/•14/01 09:32:0: MICROP,ASS v5.10 File-ORS1772 Wth-CTZ11S92 Program -FORM MF -1R- - User#-MP1809 User -Fox Company Run-ORS1772 ------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with -pilot < 150 Btu/hr). ✓ LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting / shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. .............................. 1.50(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this_ requirement allowed in,Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title........... CUSTOM HOME Date..02/14/01 09:32:03 Project Address......... LOT 92 HERCULES AVE. ******* ------ ---------------- OROVILLE *v5.10* Documentation Author... WILLIAM H. FOX ******* ;Building Permit # Fox Company 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 530-533-2730 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10' File-ORS1772 Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-ORS1772 ------------------------------------------------------------------------------- MICROPASS ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _--------------------------------- Design Design ---------- Margin = - - Space Heating.......... 19.57 21.09 ---------- -1.52 = - Space Cooling.........:. 13.82 13.55 0.27 = - Water Heating.......... 14.09 12.26 1.83 = = Total 47.48 46.90 0.58 = *** Building complies ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1772 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 45 deg (NE) Number of Dwelling Units... 1 Number of Building Stories. 1. Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 17691 cf 1772 sf 18.2 % of floor area 0.55 Btu/hr-sf-F 0.66 10 ft COMPUTER METHOD SUMMARY Page 2 C -2R Pro,ject Title.......... CUSTOM HOME Date..02/14/01 09:32:03 MICROPAS5 v5.10 File-ORS1772 Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-ORS1772 ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor #-of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ----- ---- -- ----------------------- ----- -------- --------- 1772 17691 1.00 Yes Setback 2.0 Standard No Area Surface (sf) HOUSE OPAQUE ---------------- 1 Wall 198 2 Wall 68 3 Wall 92 4 Wall 379 5 Wall 62 6 Wall 230 7 Wall 76 8 Wall 353 9 Wall 31 10 Wall 31 11 Roof 1772 12 Door 20 13 Door 18 PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments ------------ ---------------------- ----- ---------------------- HOUSE 14 SlabEdge 56 0.720 R-0- No 15 SlabEdge 134 0.900 R-0 No 16 SlabEdge 16 0.500 R-0 No 17 SlabEdge 8 0.550 R-0 No FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shad: Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- ------------- HOUSE 1 Window Front (NE) 6.0 0.510 0.670 45 90 Standard/0.76 Standard/0.68 2 Window Front (NE) 6.0 0.510 0.670 45 90 Standard/0.76 Standard/0.68 3 Window Front (NE) 8.0 0.530 0.650 45 90 Standard/0.7.6 Standard/0.68 4 Window Front (NE) 20.0 0.530 0.650 45 90 Standard/0.76 Standard/0.68 OPAQUE ---------------- SURFACES U- Insul Act Solar Form 3 Location/ value ----- R-val ----- Azm --- Ti.1t Gains ---- ----- Reference ------ ----- Comments ---------------- 0.088 13 45 90 No W.13.2X4.16 Garage 0.088 13 45 90 Yes W.13.2X4.16 Outside 0.088 13 45 90 Yes W.13.2X4.16 Outside 0.088 13 135 90 Yes W.13.2X4.16 Outside 0.088 13 135 90 Yes W.13.2X4:16 Outside 0.088 13 225 90 Yes W.13.2X4.16 Outside 0.088 13 225 90 Yes W.13.2X4.16 Outside 0.088 13 315 90 Yes W.13.2X4.16 Outside 0.088 13 180 90 Yes W.13.2X4.16 Outside 0.088 13 270 90 Yes W.13.2X4.16 Outside 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 0.330 0 45 90 Yes None Solid Wood 0.330 0 45 90 No None Solid Wood PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments ------------ ---------------------- ----- ---------------------- HOUSE 14 SlabEdge 56 0.720 R-0- No 15 SlabEdge 134 0.900 R-0 No 16 SlabEdge 16 0.500 R-0 No 17 SlabEdge 8 0.550 R-0 No FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shad: Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- ------------- HOUSE 1 Window Front (NE) 6.0 0.510 0.670 45 90 Standard/0.76 Standard/0.68 2 Window Front (NE) 6.0 0.510 0.670 45 90 Standard/0.76 Standard/0.68 3 Window Front (NE) 8.0 0.530 0.650 45 90 Standard/0.7.6 Standard/0.68 4 Window Front (NE) 20.0 0.530 0.650 45 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2F ---------------- Pr'oject Title.......... CUSTOM HOME Date..02/14/01 09:32:07 ------------------------ MICROPAS5 v5.10 File-ORS1772 Wth-CTZ11S92 Program -FORM C -2R User##-MP1809 User -Fox Company Run-ORS1772 Orientation ---------------------- 5 Window Front (NE) 6 Window Front (NE) 7 Window Front (NE) 8 Window Front (NE) 9 Window Left (SE) 10 Window Left (SE) 11 Door Left (SE) 12 Window Back (SW) 13 Window Back (SW) 14 Door Back (SW) 1.5 Window Back .(SW) 135 16 Window Back (SW) 17 Window Back (SW) 18 Window Back (SW) 1.9 Window Back (SW) 20 Window Back (SW) 21 Window Right (NW) 22 Window Right (NW) 23 Window Right (NW) 24 Window Left (S) 25 Window Back (W) FENESTRATION SURFACES Area U- Act ------Overhang----- (sf) ----- Value ----- SHGC ----- Azm --- Tilt ---- 8.0 0.530 0.650 45 90 3.0 0.510 0.670 45 90 10.0 0.510 0.670 45 90 3.0 0.510 0.670 45 90 9.0 1.400 0.730 135 90 15.0 0.530 0.650 135 90 33.0 0.510 0.650 135 90 20.0 0.530 0.650 225 90 15.0 0.530 0.650 225 90 33.0 0.510 0.650 225 90 15.0 0.530 0.650 225 90 6.0 0.510 0.670 225 90 10.0 0.510 0.670 225 90 6.0 0.510 0.670 225 90 10.0 0.530 0.650 225 90 10.0 0.530 0.650 225 90 16.0 0.530 0.650 315 90 20.0 0.530 0.650 315 90 20.0 0.530 0.650 315 90 10.0 0.530 0.650 180 90 10.0 0.530 0.650 270 90 Exterior Shade Type/SHGC -------------- Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 OVERHANGS AND SIDE FINS Interior ShadF Type/SHGC --------------- Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hgh HOUSE 1 Window 6.0 1.0 6.0 6.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 6.0 1.0 6.0 6.0 0 n/a n/a n/a n/a n/a n/a n/a n/, 11 Door 33.0 5.0 5.67 14.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 20.0 4.0 5.0 2.0 0 n/a n/a n/a n/a h1a n/a n/a n/a 13 Window 15.0 3.0 5.0 9.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 33.0 5.0 6.67 9.0 0 n/a n/a n/a n/a n/a n/a n/a n/a. 15 Window 15.0 3.0 5.0 9.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 6.0 3.0 2.0 9.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 10.0 5.0 2.0 9.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 6.0 3.0 2.0 9.0 0 n/a n/a n/a n/a n/a n/a n/a' n/a 19 Window 10.0 2.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 10.0 2.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 16.0 4.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 20.0 5.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window, 20.0 5.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 10.0 2.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2F --------------- Project Title.......... CUSTOM HOME Date..02/14/01 09:32:03 ------------------------------- MICROPAS5 v5.10 File-ORS1772 Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-ORS1772 ------------------------------------------------------------------------------_. OVERHANGS AND SIDE FINS ---Window-- -----Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ---------- ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 25 Window 10.0 2.0 5.0 2.0 O n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 1772 HVAC SYSTEMS REMARKS Minimum Duct Duct Tested Duct ACCA Duct System Type ---------=------ Efficiency Location ------------------------- R -value Leakage Manual D Eff HOUSE ---------------- --------- ------- Furnace 0.800 AFUE Attic R-4.2 No No 0.737 ACSplit 10.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS ---------------------- Number Tank External in Energy Size Insulation Tank Type ------------ Heater Type Distribution Type ----------- ------------------- System Factor (gal) R -value 1 Storage Gas Standard ------ 1 -------- 0.60 ------ 50 ----------- R- n/a REMARKS HVAC SIZING Page 1 HVAC Project Title.......... CUSTOM HOME Date..02/14/01 09:32:03 Project Address........ LOT 92 HERCULES AVE. ******* --------------------- OROVILLE *v5.10* Documentation Author... WILLIAM H. FOX ******* Building Permit # Fox Company 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 _._. 530-533-2730 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-ORS1772 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1809 User -Fox Company Run-ORS1772 ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area.; ............... 1772 sf Volume....... 17691 cf Front Orientation.......... Front Facing 45 deg (NE) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It -is the HVAC designer's responsibility to consider all Heating Cooling Description --------------------------------- (Btuh) ----------- (Btuh) ----------- Opaque Conduction and Solar...... 14563 5383 Glazing Conduction ............... 7047 4580 Glazing Solar .................... n/a 8277 Infiltration ..................... 10063 4131 Internal Gain .................... n/a 2550 Ducts ............................ 3167 2492 Sensible Load .................... 34840 27414 Latent Load...................... n/a 8224 Minimum Total Load '34840 35639 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It -is the HVAC designer's responsibility to consider all HVAC SIZING Page 2 HVAC Pro3 ect Title.......... CUSTOM HOME Date..02/14/01 09:32:0; MICROPAS5 v5.10 File-ORS1772 Wth-CTZ11S92 Program-HVAC SIZING`Y T User#-MP1809 User -Fox Company Run-ORS1772 ------------------------------------------------------------------------------ factors when selecting the HVAC equipment. JOAN REVMW RESPONS*ORM In order to expedite the review of your plans, please complete the following information and return this form with your re-submitL�l. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va:: response to every item requested in our plan correction letter. "By others" is not considered a valid response. please indicate yo,. response to each item and the location where the information can be found on the plarIs/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIG-INAL PLUS. OYVNERS NAME DATE: nY,S LLLci SESSORS PARCEL NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: UMCtK PLAN CHECK ITEM # 1 RESPONSE BAY::,/ n('h+ I}�,,� i V l t 1/� l_u U Jl / LOCATION ON PLANS/CALCS: COMMENTS: uen n O a Avow COMMENTS: t)iEZ-77MS uI6!-jF- AD 5kfVW AJ&V /h " /U*U-1 &JAgZg5- PLAN CHECK ITEM # RESPONSE BY: k REISAP,ONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: t)iEZ-77MS uI6!-jF- AD 5kfVW AJ&V /h " /U*U-1 &JAgZg5- Fzcyoa LJLS 04-cmi se - %t t N (-T sik k 1r3 U)t �J L- ' W1(-(- kA -OT- �-S �n-N Fust DAN . PLAN CHECK ITEM # COMMENTS: RESPONSE BY: ION ON PLANS/CALCS: 3 PLAN CHECK ITEM # (0 - RESPONSE BY: k LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # COMMENTS: RESPONSE BY: LOCATION ON PLANS/CALCS: 1 p7p7p,77 -0"1'7' • s/�s v 1 ✓-� SN�-�2 -C--tz A.�c s--1� l� �-t�4 ► �-s O h A p !-F = cb 14 N E-cr 1'b Arre- W to .- S o�- vv fit-- tic N c o f A 3 5,T Ar e^A-e- v %I- A --r i C -A 1.4 S 1 . sem, �,�.� .► � -t-� c ��..��. 3 Z/3 -rim ►�� -ro GAE- t -rt+ PLANS Y �,/ -�A-NaL /1 0 r- ��UMe" • 0 • • • 10 \0 300 DPI Memory Enhancement' T EE •C H N O L O G Y _ r Econo.Mode , HP Explorer t 10h HEWLETT P PACKARD Courier Univers Bd Courier Bd Univers Md It Couri er I t Univers Bd /t Courier Bd it Univers Md Cd Letter ,Gothic Univers Bd Cd Letter Gothic Bd Univers Md Cd It Letter Gothic It Univers Bd Cd It CG Times Antique Olive CG Times Bd Antique Olive Bd CG Times It Antique Olive It CG Tames Bd It "' Albertus Md • ' (f1ronet Albertus XBd Univers Md Wingdings . f Printer Information ' ' ' PRINTER CONFIGURATION: COPIES: 1 ' ORIENTATION: PORTRAIT LINES OF TEXT: 60' PAPER SIZE: LETTER MANUAL FEED: OFF Enhanced,PCL DENSITY: MEDIUM , IMAGE ADAPT: AUTO ` PAGE PROTECT: AUTO AUTOCONTINUE: OFF • ECONOMODE: OFF' FONT NUMBER: 0 r - FONT SOURCE: I , FONT HEIGHT: 12.0 FONT PITCH: 10.0 SYMBOL SET: ROMAN8 r 1 B1 -Tronics DEFAULT TYPEFACE: Courier RAM size: 1024K bytes Power on Page Count: 15 Firmware Datecode: 19921020 Image Adapt Used: NO Control Errors: 111/0 , April 20, 2001 Department of Develop�ent Services P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Steve Orsillo - 29 Ridgeview Lane Oroville, CA 95966 Assessor Parcel Number: 069-580-028 Building Permit Number: 01-0776 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or .calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART - I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMNMNTS: Please give me the size of the window or door in the master bedroom. r -2 -'You will have SRA requirements, including enclosing the eaves on the sides and rear. -3---Please put your typical header sizes on.the plans. _-A—Please show the location of your HVAC equipment. If in the attic, provide a truss detail allowing for the extra loading. _-5-1-im missing page 2 of the CF1R of the energy calculations in both sets. Please provide this page. Since your trusses bear on the garage wall, your fire protection must be on the garage lid and all walls. It must be on RC channel at 16 inches on center. X11 of your section plans show a raised floor. The foundation plan calls for a slab. Please coordinate the plans. The sections must agree with the foundation plan. -8--f-do not find the water heater on the plans. Please put it on. -Truss Al is the wrong span, unless it bears on a beam in the back. 10 <_Whatzis -sem ? I' trusses do not agree, at all, with the roof -framing plan, the elevations, or section C. lease revise the plans, as ALL aspects of the plans must agree. Structural plan check has not been done pending all of the above. 1 of 3 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vj response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate y, response to each item and the location where the information can be found on the plandcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW_LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. �G16 C PARCEL NUMBER PERMIT N (RESPONSE FOR PLAN CHECK LETTER DATED: sgL?- CHECK ITEM.# ,TION ON ,TION ON ON PLANS/CALC PLANS/CALCS: PLAN CHECK REM #. RESPONSE BY: LOCATION ON PLANS/CALCS: 1 Date: Lq - 3 - 01 SITE PLAN REVIEW APPLICATION Permit Number (if applicable) AP# : D09 -S-86 -. 025 APPLICANT INFORMATION Parcel Size: 1 2 A L Owners Name: 0 2 S 1 LL.C7 S7 ey (� Owners Address Telephone No.: Situs Address: Proposed Use: 29 dZl D �-evi c- L 1�i _ 012,OV1 LLE LA 9S9(-,� 5 F� 9 - . Li 20')_ Residential BE 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 ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORAL4 TION (For Staff Use) tS Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By PDate ^ 1 3 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: % -X • Flood Panel No.: C) 13 211;; C, Index Date: 6' g ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: dZ Applicable Building Setbacks: ❑ Setbacks drawn.on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of Zoning Code Streets & Highways . Fire Prevention Subdivision Map Front SO G Side Side Street Rear I 7:::, 0 Height Waterway N/A N/A N/A ❑ Setbacks drawn.on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of Ji Applicable Development Fees: >ip Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact Other -----------------------------------------------------------------------------------------------------=------------------- Subdivision Map Special Fees ❑ 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: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ "Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Man: Map Date of Recording: ) 0 L&_ 6 I Lot: 9 2 ❑ Use Permit/Minor Use Permit Permit Number: Book: S Page: Date of Approval: ❑ 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 on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any .area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced ,on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other. development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the 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. Page 4 of 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. CANly Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 23 -Jul -2001 2001-0032359- Has 001-0032359Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESLDENTIAL 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: Date JUNE 26, 2001 State of California County of BUTTE On JUNE 26, 2001 beforeme, DENISE TERRIAH-NOTARY PUBLIC personally appeared VICKI ORSILLO AND MARK STEVEN ORSILLO personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within . instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument - Signature A. P. # and and official seal 0 DENISE TERRM Commlasion #1239624 Mfr CPS1 Notary Pubhc ^ ,�� Butte County, Callomia MY Commission Exp. OCT. 24, 2003 4 V ORDER NO. BU -185084-3 DESCRIPTION THE LAND REFERRED TO HEREIN IS -SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: LOT 92, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "LAKERIDGE VILLAGE", WHICH MAP ,WAS RECORDED ALI FORNIA OFFICE ON OCTOBER 2 RECORDER , 1981, 9 81 R N BOOK THE 85 COUNTY OF BUTTE, STATE MAPS, AT PAGE(S) 11, 12, 13, 14 AND 15. EXCEPTING THEREFROM ALL MINERAL INTERESTS AND RIGHTS IN THE PROPERTY OF WHATEVER KIND, EXCEPTING THE TOP 500 FEET THEREOF AND THERE SHALL BE NO RIGHT OF ENTRY ON THE SURFACE OF SUCH PROPERTY TO EXTRACT ANY.S K 2536 THEREFROM PAGE 363A OFFICIAL RECORDS S RESERVED IN D RECORDED JULY 29, 1980, IN B00 AP#: 069-580-028-000 _.MICHAEL MOONEY 5AM,DRo,NEAvE. E hVIL ENGINEER ORO vlz LE, CA 95966 ..E 20647 (530) 533-2131 Butte County March 20, 2001 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Ridgeline #1 Lot 92 Hercules Drive I have reviewed the truss calculations for this job.'My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect.a maximum design bearing load of,1500 pounds per square foot. Thank you for your consideration and patience. Yours, Michael Mooney My license expires 9-30-01 tsuTrE. cuum t .LDNG DEPARTMF- A DDD . Vhf I'�f�2�ss c�ro� IAC CZ� 1U.8S c11-:7 �g C61 c6i s Cl U-62-22- �.s�z/ o`l V� of,- �-1 oP ' 05 43 2 1'L) Z Z (ZI 2, 231 U 0 SS,,L U M B E R Name-*ORSILLO Description: Address,. Job: Telephone., R3593 RIX.. Telephone: Scole: I : 110 Dole: 11 /23/99 --f Drown By: Cx2h1/ 1. ri Lt� y &q m I H EKI/51L. I . MICHAEL MOONEY ' CIVIL ENGINEER RCE 20647 Job Number 101-02-22 Page 1 Job Name Ridgeline #1/Orsillo Construction Assessor Parcel No. 69-58-28/ Lot 92 Hercules Drive Date March 20, 2001 Analysis UBC 1997 Dead Loads Live loads Roof Comp. 6.0 1/2" plywood 1.5 Framing 4.5 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 17 psf. Floor Conc Slab 50.0 40 psf. Lateral loads Wind P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph :°0.67 @ 20 feet 0.7 out leeward roof I = 1 'l! @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5CaIW/1.4R Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. �O??,OFE ,�/�i�'9� t • • l Il ?0>S LUMBER Nome: ';i I Q "•es�•�p`,on� Address: 'DLI MIEI Te,eF"o^.e: R3593 Fc c: Te'eono^e: Sccle: 1 : 110 Ccte: 11/23/9? Drce,;t Bi. V� k�L Ll N� ,�-rH-emKtC. (�ftwN Maott1rr:;Q6) EO 0 -, v 0 C+. Irl: d. i. i I J I- G G. LO; d' V C� I <.d Ci kcc, L(4, GI GI Cii r� di BY I� I i I I I: I I i _ I I . I i B' 0 -, v 0 V'(A1�X.2 �`b2b� ��i'�•S �� �L{�1�� 1 � �.�.� ��S ( YC Z . .27�, �a-7, 16s �2 �7K 2- x`7.`7 DC�fi�� • f-- �� 1C �� -7, .SQL , 2.1�3�.77 _A l(la�Q Cit (9 s f, 17C *101"° s y ? 3 2 D C 6•� ��ic� 6^�2 1�(j �/1A1C �S , � I Q .DC o . lc — -2/?. (q ,Sxo.2 - Z,ro, Z = D, � tpaPu10 2 C13Uy U f 4 1%� 3.`T��_ ,Q2 2�-�i..�� c d t�'�l� , �r SA-At�----- k- l `�� �•�� !. Ncu-ft .��c YLUt.) CsYv `TiZMvi't-T o <16 un1 cc O.8 Y I4. S ? "'L 4 t K 72,�5� a. 0.�2 K 0.,5 X Ilj,S 6 33 L 0 (I"1.6 k 2 a 2 1� I) c.o, 2s SIP -z 1`1,01 �" I(,t( 2 2� , t `� �� 62,E A=�.aur�c�s a.inw (AsU- Onus) — -2,--7 1�- C 1 L Ch Zoe, ANPJ'OU*v�E 4)rec�-;7 2.7 7:z-6cj9fl,11 % 46 dz oole dv Qj z14 �x � 1 � 3z mvqv �J.) L-A) ,p -x b, � 000 n •�,� X h UAL A-�T"j -JN -,�q. 1) 1>>L)-?* o -�T� 1 wcliZolflQ . 'Q��ON Usk v OL! 1 �7 sv V -4 v V agn 3z mvqv �J.) L-A) ,p -x b, � 000 n •�,� X h UAL A-�T"j -JN -,�q. 1) 1>>L)-?* o -�T� 1 wcliZolflQ . 'Q��ON Usk v bi -�w A � s 17 CI K of lacoodv.1li S p-,7 2 1(2 VI 2- --uox` a,<� \